PeruPotHidro_vol06

REPUBLICA DEL PERUMINISTERIO DE ENERGIA Y MINAS

DIRECCION GENERAL DE ELECTRICIDAD

EVALUACION DEL POTENCIALHIDROELECTRICO NACIONAL

VOLUMEN VI

DIAGRAMAS FLUVIALES

REPUBLlCA FEDERAL DE ALEMANIASOCIEDAD ALEMANA DE COOPERACION TECNICA, GTZ

BANCO INTERNACIONAL DE RECONSTRUCCION y FOMENTO,CONSORCIO LAHMEYER -SALZGITTER, LIS

CONTENTS PAGE

1. INTRODUCTION 2

2. DESCRIPTION OF DIAGRAMS 4

3. KEY TO SYMBOLS USED IN DIAGRAMS 6(Figs. 1A-1 B)

4. INDEX OF DIAGRAMS AND TABLES 8

5. DIAGRAMS AND TABLES 16

VOLUMEN VI DIAGRAMAS FLUVIALES y CARACTERISTlCAS DE LOS TRAMOS

CONTENIDO PAGINA

1. INTRODUCCION

2. DESCRIPCION DE LOS DIAGRAMAS

3. CLAVE DE SIMBOLOS USADOS EN LOS DIAGRAMAS

3

6(Figs. lA-l B)

8

16

4. INDICE DE DIAGRAMAS y TABLAS

5. DIAGRAMAS y TABLAS

VOLUME VI FLUVIAL SYSTEM DIAGRAMS AND RIVER REACH CHARACTERISTICS -

1. INTRODUCCION-------------------------

El par6metro hidrológico b6sico para la selección y evaluación de centr~les hidroeléctricas potenciales es el caudal medio esperado en el emplazamiento delproyecto, sea el que ocurra naturalmente o el aumentado por derivación. Para los pr~pósitos de planeamiento a nivel de cuenca o nacional esto implica que se requieren v~lores estimados del caudal medio en puntos de todos los rios significativos y de sus mayores afluentes. Disponiéndose de dichos valores estimados y la información topográf[ca pertinente, se puede entonces cal cular el potencial hidroeléctrico de la región.

Como parte de la evaluación del potencial hidroeléctrico del Perú llevadoa cabo durante el periodo de Octubre de 1976 a Marzo de 1979,. se elaboró un modelo matemático simple de cada cuenca. El estudio fue realizado por un Consorcio de fñgenieros consultores de la República Federal de Alemania compuesto por las firmasLahmeyer International GmbH y Salzgitter Consult, en cooperación con el Ministerio deEnergia y M inas del Perú.

El presente volumen contiene diagramas que muestran la representación esquemáticas de todos los sistemas fluviales considerados en este estudio asi como resúmenes de las caracteristicas topográficas e hidrológicas de cada tramo de rio y afluente -:En el Volumen IV se presentan mapas que muestran la descripción geográfica de cadacuenca asi como las ubicaciones de todas las estaciones hidrométricas y pluviométricasconocidas. En el Volumen 11, Sección 4 se dá una descripción total de la metodologiaempleada en la construcción, operación y cal ibración de los modelos. En el VolumenVII se reproducen las relaciones hidrológicas utilizadas y los caudales medios resultan-tes en cada punto definido y en el Volumen VIII se dan los potenciales hidroeléctri c osteóri cos correspondi entes.

Aunque los modelos son conceptual mente simples, éstos proporcionan unabase cuantitativa para analizar la naturaleza de la cuenca en consideración y el potencial para el desarrollo de los recursos hidricos correspondientes. En este sentido losmadelos mismos se contemplan como una herramienta valiosa para el planeamiento futurode la utilización de los recursos de agua superficiales del Perú. Hay bastante campopara realizar los datos de entrada, y se espera que el énfasis dado a la cuantificaciónalentará una estandarización futura de la información, la cual proporcionará beneficios a todos los sectores . Este objetivo tomará mayor importancia cuando se dé el debTdo énfasis a proyectos de propósitos múltiples y a la necesidad de prestar más atencióña la interacción entre proyectos.

INTRODUCTION----

The bosic hydrologicol porometer for the selection ond evoluotion of potentiol hydropower plonts is the expected meon flow ot the project site, whether noturoHyoccuring or os ougmented by diversion. For the purpose of plonning ot the river bosi nor notionol level this implies thot estimotes of the meon flow ore required ot points on011 significont rivers ond their importont tributories. Given the ovoilobility of such estimotes ond relevont topogrophic informotion, the theoreticol hydropower potentiol ofthe region con then be colculoted.

As port of the evoluotion of the hydroelectric potentiol of Peru undertokenduring the period October 1976 to Morch 1979, o simple mothemoticol model of ea c hriver bosin wos constructed. The study wos effected by o consortium of West Ger m o nconsulting engineers composed of Lohmeyer Internotionol GmbH ond Solzgitter Consult,in cooperotion with the Peruvion Ministry of Energy ond Mines.

The present volume contoins diogroms showing the schemotic representotion,

of 011river systems considered in the obove study together with summories of the topographic ond hydrologicol chorocteristics of eoch river reoch ond tributory. Mops sho;ing the geogrophic layout of eoch river bosin ore given in Volume IV together with th-elocotions of 011 known streomflow ond roinfoll meosuring stotions. A full descri ption ofthe methcx:lology underl ying the construction, operotion ond col ibrotion of the model sis given in Volume 11, Section 4. The hydrologicol relotionships used ond the resulting estimoted mean flows ot eoch defined point ore reproduced in Volume VII ond th;corresponding theoreticol hydroelectric potentiols ore given in Volume VIII.

While the models o:-e conceptuolly simple, they provide o quontified bosis for onolysing the noture of the river bosin under considerotion ond the potencial fordeveloping the ossocioted water resources. In this sense, the models themselves oreseen as a valuoble tool for the future plonning of surfoce water utilization in Peru.There exists considerable scope for refinement of the input doto ond it is hoped thot theemphasis on quantification will encouroge o future pooling of information thot will provide benefits to alí sectors. This objective will take on greater importonce given on i~creasi ng emphasi s on multi -purpose projects and tne need to give more consideration t;-

project interaction.

2. DESCRIPCION DE LOS DIAGRAMAS

Los diagramas fluviales dan una representación matemática de cada sistemafluvial y fue necesario definir los limites de los tramos de rio a considerarse y sus c~rrespondi entes parámetros morfométricos. Teóri camente la longitud de I tramo deberiaser infinitamente pequeña, pero en la práctica se encuentra que valores promedio de10 Km. pueden brindar suficiente exactitud para que se identifiquen cambios de consideración en las condiciones morfométricas o hidrológicas.

En el presente estudio se adoptó este intervalo como la longitud de tramode rio estandar pero estuvo sujeto a modifi caci ones en ci ertos casos. Especifi camenteel intervalo fue cambiado por el tramo final (el más aguas arriba) de un rio o afluentey cuando lo exigia la ubicación de una confluencia de rios o estaciones hidrométricas.Inversamente en regiones donde únicamente se di sponia de mapas a la escala 1 :11000,000 (principalmente en las partes de bajo gradiente de la Selva) se adoptaron tramas de río de 50 Km. Debido a la homogeneidad de esas regiones, la resultante péi"dida de precisión no es de mayor importancia.

Cada punto está definido por su distancia en kilómetros de la confluenciaaguas abajo con un río de orden más bajo y por su elevación en metros sobre el niveldel mar. Para cada cuencia correspondiente, esto es, entre el punto dado y el puntosituado inmediatamente aguas arriba se obtuvieron valores planimetrados del área superflcial en Km.2, y la elevación media de dicha área en m.s.n.m. Los puntos de con-fluencia se diferencian por un sistema de doble numeración, dándose números únic~a los puntos coincidentes en los rios de más alto y bajo órdenes. La ubicación de unaestación de aforos se define por el número adecuado de punto e identificando los elementas lineales de los cuales se derivan los caudales medidas. Estos elementos lineales están, a su vez limitados por puntos de confluencia y/o estaciones de control.

De la manera descrita se elaboró un modelo digital para cada sistema fluvial y esta información forma el banco de datos del sistema fluvial. Debido a las Iimitaciones computacionales del programa de cómputo correspondiente fue necesario descomponer algunas de las más grandes redes fluviales de la Selva y Sierra del Perú. siñembargo, manteniendo un riguroso orden secuencial al correr los modelos se puedentransmitir los resultados acumulados.

La calibración de los modelos de captación consistió en el ajuste de las relaciones hidrológicas de entrada y/o la implementación de puntos de entrada o de sOlida para dar cuenta de las pérdidas o ganancias no medidas. Los puntos de entradao salida se utilizan cuando el modelo indica incrementos de descarga demasiado grandes como ocurre por ejemplo con las derivaciones no controladas, uso consuntivo,evoporación en superficies libres o infiltración. La mayoría de estos ajustes hubieron dehacerse en las cuencas de la costa debido al gran número de proyectos de irrigación existentes y de sus canales de derivación correspondientes. -

La tabla que sigue a cada diagrama permite identificar cada tramo de ríopor su nombre y también dá la información morfométrica e hidrológica correspondiente.

La cuenca se identifica por su nombre yel número de código atribuido, ycada tramo considerado aparte está definido por sus puntos limitantes en el área decuenca total (A) y la elevación media correspondiente (H) y la longitud de corriente total (L). Los parámetros de cuenca se calculan de la siguiente manera: -

Densidad de drena je =

Al (L * L)

L/A

Factor de forma

La pendiente media representa la diferencia entre la elevación media delárea de captación y del curso del rio, se cal cula entre cada par de puntos y se pondrápara dar un valor para el tramo de rio involucrado.

El valor para la precipitación media se calcula sobre la base de las relaciones de entrada asumidas entre la precipitación y la altura.

2.--------------------------

The fluvial diagrams give a mathematical representation ot each river system, for which it was necessary to define the limits of the river reaches to be considered, and their associated morphometric parameters. Theoretically, the length of thereach should be infinitely small but in practice an average value of 10 Km is foundtobe of suHicient exactitude over which significant changes in morphometric or hydrologi c conditions can be identified. -

This interval was adopted as the standard river reach length within the present study, but was subject to modification in certain cases. Specifically, the interval was reduced for the final (most upstream) reach of a river or tributary stream andwhen di catated by the location of a river confluence or hydrometric station. ConverseIy, in regions wh~re maps with scales of only 1 : 1,000,000 were available, (mainlyin the Selva part of the <;;ountry having low gradients), river reaches of 50 Km. wereadopted. Due to the homogeneity of these regions, the resulting loss of accuracy is notundu Iy signifi cant\.

Each point is defined by its distance, in Km., from the downstream confluence with a lower arder river and by its elevation, in meters above sea level. For-each associated catchment, that is between the given point and that point Iying immediately upstream,planimetered values were obtained for the surface area in Km2, andthe mean elevation of that area in m.a .s.l. Confluence points are distinguished bya system of double numeration, unique numbers being given to the coincident pointsonthe upper and lower order streams. The location of a gauging station is defined by theappropiate point number and by identifying the linear elements from which the measured flow derives. These linea~ elements are in turn limited by confluence points and/or gauging stations.

In the above manner a digital model of each river system was constructedand this information forms the river system data bank. Due to computational limits ofthe associated computer program it was necessaryto -di~aggregate some of the very largestream networks existing in the Sierra and Selva regions of Peru¡ however; by maintain¡ng a strict sequential arder in running the models cumulative results can be transmitted:-

Calibration of the catchment models consisted of adiusting the input h".Alvlogical relationships and/or imposition of point inflows or outflows to account for unmeasured gains or losses. Point inflows or outflows are used when abnormallylarge flowincrements are indicated by the model as occur, for example, with unmeasured diversions, consumptive use, free surface evaporation or infiltration. The majority of suchadjustments had to be made for the coastal river basins due to the large number of existing irrigation schemes with their associated canal transfers. -

The tables whi ch follow each diagram allow each river reach to be identified by name and also give associated morphometric and hydrological information.

The river basin is identified by name and attributed code number , and eachseparately considered reach defined by its limiting points in accordance with the fluvial diagram. Physical characteristics given are the total catchment area (A) and corresponding mean elevation (H), and the total stream length (L). Catchment paramete~are cal culated as follows :

Form factorDrainage density

= A / (L * L)= L/ A

The mean slope represents the difference between the mean el evation of thecatchment area and the river course¡ it is calculated between each pair of points andweighted to give a value for the river reach concerned.

The value for the mean rainfall is calculated on the basis of the input relationship assumed between precipitation and elevation.

6

GUlA pARA lOS DIAGRAMAS D~ lOS SISTEMAS FlUVIAlE S

Key to River System Diagrams

3lo.

tCORANCHAY (1.7)

20S011 (10)

05CO.ll'o 120lo603 (jJ I

I 20

S21 ~

1

PUNTO DE R10 Df,FINIDO y NUMERO IDENTIFICANTE.;Defihé-O River Point and Identitifying Number

CON FLUENCIA ¡ PUNTOS 28 Y lo.3 SOf'l COINCIDENTES

Conflu~nce; Po'ints 28 and 1.3 are Coincident

ALMACENAMIENTO SIGNIFICATIVO; NATURAL (L4GO}ARTlFIClAL (RESERVORIO)

~i!llif¡'cant. Storage; Natural (Lake) or Artificial (Reservoir)

E;STACION HIDROMETRICA CON REGISTROS EMPLEADA EN EL MODELO

Streamflo,w Station With Records uSlld in Model

NOMBRE

(CAUDAL MEDIO ADdPTADO EN m3¡seg

)Name Adopted MeQ.f1 Flow in m3¡seg

NUMERO DE CODIGO

[NUMERO DENTRO DE .LA CUENCA

]Code Number Number Within Basin

UBICACION APROXI MADA DE ESTACION H IDROMETRICA

Approximate Location of "Streamflow Station

NO CONSIDERADA EN EL MODELO O SITUADA EN EL CANAL

Not Considered in Model or 5itlld on Canal

NOMBRE

Name

NUMERO DE CODIGO

[NUMERO DENTRO DE LA CUENCA

]Code Numbllr Numbllr Within 8a!'.in

PERDIDAS CONSIDERADAS' BASADAS EN LA INFORMACION DISPONIBLE EN m3tseg

Assumed Losses Based on Available lnformation In m3¡seg

(PARA IRR IGACION A MENOS DE IDENTI FICARSE DE OTRA MANERA)

(For Irrigation Unless Otherwise Id'entified)

PERDIDAS CONSIDERAS ,BASADAS EN EL BALANCE

Y LA EVALUACION DEL USO DE LA TIERRA EN

TOTALDE AGUA

m3¡ s e 9

and Land useAssumed Losses Based on

Assessment in m3¡seg

(PARA IRRIGACION A MENOS

Overal! Water Balance

DE IDENTIFICARSE DE OTRA MANERA)

(For Irrigation. Unless Otherwise Identified)

DESGARGA AL MAR

Outflow To Sea

."r__, ~_...+.'_"___~_._~'_'~,

"'_IGUlA PARA LOS DIAGRAMAS DE LOS SISTEMAS FLUVIALES.EVALUACION DEL

POTENCIAL

HIDROELECTRICONAC IONAL

6

Fig, 1 AKey to River 'System Diagrams (1/2)

~ESTACION H IDROELECTRICA EXISTENTE CON TRANSFERENCIA ES TI MADA

,.~L

EN m3¡seg

Existing Hydroelectric Station with Estimated Transfer in m3¡seg

23 H 2S

I CAUDAL ESTIMADO DE FUSION DE NIEVESII

I (NO REGISTRADO COMO LLUVIA)I

* 1** I * Estimated Flow Fr o m Snow MeltI10.2S 12.2S'1 t ( Not Reg istered as Rainfall )

16 17

CONT INUACION

Continuation

78CONFLUENCIA CON SISTEMA CONSIDERADO APARTE

2296.8

.-..Confluence With Seperately Considered System

CAUDAL MEDIO ESTIMADO EN m3¡seg

(Estimated Mean Flow in m3¡seg)RIO MARAf:iON BAJO(2111.)

682276.8 TIGRE (211'31

CAUDAL MEDIO ESTIMADO INGRESANTE DE UN SISTEMA

FLUVIAL CONSIDERADO APARTE

Estimated M ean Flow Entering From Seperately

Considered River Syshm

23

L 1M I TE DEL TERRITORIO PERUANO

Limit Of Peruvian Territory

10 9

EVALUACION DEL

POTENCIAL

HI DROELECTRICONACIONAL

GUlA PARA LOS DlAGRAMAS DE LOS SISTEMAS FLUVIALES

Fig. 1 BKey to River System Diagrams (2 /2)

CUENCAS DE LA VERTIENTE DEL PACIFICO------------------------------------

COOIGO Nor-1t3RE OESCRIPCION DE FIGURA HOJAS PAGINA FIGURA..... . ...... . .................... . ..... . ..... .

101 ZARUr-lILLA DIAGRAMA FLUVIAL 13 2CARACTERISTICAS DE TRAMOS 17

102 TUM8ES DIAGRAMA FLUVIAL 14 3CARACTERISTICAS DE TRAMOS 17

103 CHIRA DIAGRAMA FLUVIAL 2 15 4-5CARACTERISTICAS DE TRAMOS 1 17

104 PIURA DIAGRAMA FLUVIAL 2 18 6-7CARACTERISTICAS DE TRAMOS 1 22

105 CASCAJAL DIAGRAMA FLUVIAL 20 8CARACTERISTICAS DE TRAMOS 22

106 OLMOS DIAGRAMA FLUVIAL 21 9CARACTERISTICAS DE TRAMOS 22

107 MOTUPE DIAGRAMA FLUVIAL 23 10CARACTERISTICAS DE TRAMOS 26

108 LA LECHE DIAGRAMA FLUVIAL 23 10CARACTERISTICAS DE TRAMOS 26

109 CHANCAY-LAMBAYEQUE ~IAGRAMA FLUVIAL 24 11CARACTERISTICAS DE TRAMOS 26

110 ZANA DIAGRAMA FLUVIAL 25 12CARACTERISTICAS DE TRAMOS 26

111 CHAMAN DIAGRAMA FLUVIAL 27 13CARACTERISTICAS DE TRAMOS 30

112 JEQUETEPEQUE DIAGRAMA FLUVIAL 28 14CARACTERISTICAS DE TRAMOS 30

113 CHICAMA DIAGRAMA FLUVIAL 29 15CARACTERISTICAS DE TRAMOS 30

114 MOCHE DIAGRAMA FLUVIAL 31 16CARACTERISTICAS DE TRAMOS 34

115 VIRU DIAGRAMA FLUVIAL 32 17CARACTERISTICAS DE TRAMOS 34

116 CHAO DIAGRAMA FLUVIAL 33 18CARACTERISTICAS DE TRAMOS 34

117 SANTA DIAGRAMA FLUVIAL 2 35 19-20CARACTERISTICAS DE TRAMOS 1 38

118 LACRAMARCA DIAGRAMA FLUVIAL 37 21CARACTERISTICAS DE TRAMOS 3B

119 NEPENA DIAGRAMA FLUVIAL 39 22CARACTERISTICAS DE TRAMOS 42

120 CASMA DIAGRAMA FLUVIAL 40 23CARACTERISTICAS DE TRAMOS 42

121 CULEBRAS DIAGRAMA FLUVIAL 41 24CARACTERISTICAS DE TRAMOS 42

122 HUARMEY DIAGRAMA FLUVIAL 43 25CARACTERISTICAS DE TRAMOS 46

123 FORTALEZA DIAGRAMA FLUVIAL 44 26CARACTERISTICAS DE TRAMOS 46

124 PATIVILCA DIAGRAMA FLUVIAL 45 27CARACTERISTICAS DE TRAMOS 46

CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA..... . ..... . .................... . . . . . . . ..... .

125 SUPE DIAGRAMA FLUV IAL 47 28CARACTERISTICAS DE TRAMOS 50

126 HUAURA DIAGRAMA FLUVIAL 48 29CARACTERISTICAS DE TRAMOS 50

127 CHANCAY-HUARAL DIAGRAMA FLUVIAL 49 30CARACTERISTICAS DE TRAMOS 50

128 CHILLON DIAGRAMA FLUVIAL sr 31CARACTERISTICAS DE TRAMOS 54

129 RIMAC DIAGRAMA FLUVIAL 52 32CARACTERISTICAS DE TRAMOS $4

130 LURIN DIAGRAMA FLUVIAL 53 33CARACTERISTICAS DE TRAMOS 5"1

131 CHILCA DIAGRAMA FLUVIAL 55 34CARACTERISTICAS DE TRAMOS 58

132 MALA DIAGRAMA FLUVIAL 56' 35CARACTERISTICAS DE TRAMOS 68

133 OMAS DIAGRAMA FLUVIAL 57> 36CARACTERISTICAS DE TRAMOS 58

134 CANETE DIAGRAMA FLUVIAL 2 59 37-38CARACTERISTICAS DE TRAMOS 1 63

135 TOPARA DIAGRAMA FLUVIAL 6T 39CARACTERISTICAS DE TRAMOS 63'

136 SAN JUAN DIAGRAMA FLUVIAL 62 40CARACTERISTICAS DE TRAMOS 63

137 PISCO DIAGRAMA FLUVIAL 64 41CARACTERISTICAS DE TRAMOS 68

138 ICA DIAGRAMA FLUVIAL 65 42CARACTERISTICAS DE TRAMOS 68

139 GRANDE DIAGRAMA FLUVIAL 2 66 43-44CARACTERISTICAS DE TRAMOS 1 68

140 ACARI DIAGRAMA FLUVIAL 69 45CARACTERISTICAS DE TRAMOS 12

141 YAUCA DIAGRAMA FLUVIAL 70 46CARACTERISTICAS DE TRAMOS 72

142 CHALA DIAGRAMA FLUVIAL 71 47CARACTERISTICAS DE TRAMOS 72

143 CHAPARRA DIAGRAMA FL U '(1AL 73 48CARACTERISTICA~ DE TRAMOS 76

144 ATICO DIAGRAMA FLUVIAL 74 49CARACTERISTICAS DE TRAMOS 76

145 CARAVELI DIAGRAMA FLUVIAL 75 50CARACTERISTICAS DE TRAMOS 76

146 OCONA DIAGRAMA FLUVIAL 2 77 51-52CARACTERISTICAS DE TRAMOS 1 82

147 MAJES-C,'\MANA DIAGRAMA FLUVIAL 3 79 53-55CARACTERISTICAS DE TRAMOS 1 82

148 QU IL CA O CI1ILI DIAGRAMA FLUVIAL 2 81 56-57CARACTERISTICA$ DE TRAMOS 1 87

149 TAMBO DIAGRAMA FLUVIAL 2 ~~58-59CARACTERIST~CAS DE TRAMOS 1

9

150 OSMORE DIAGRAMA. FLUV IAL 88 60CARAGTERISTIGAS DE TRAMOS 91

151 LOCUMBA DIAGRAMA FLUVIAL 89 61CARACTERISTICAS D'E'" TRAMOS 91

152 SAMA DIAGkAMA FLUVIAL 90 62CARACTERISTICAS DE TRAMOS 91

153 CAPLINA DIAGRAMA FLUVIAL 92 63CARACTERISTICAS DE' TRAMOS 97

CUENCAS DE LA VERTT'ENTE DEL ATLANTICO : SISTEMA DEL RIO MARANON--------------------------------~----CODIGO NQ,MBRE DESCRIPCtON DE FIGURA HOJAS PAGINA FIGURA......... .. .... of...... .. .............. lO.................. ...... .......... .. .... ........

2101 ALTO MARA NON DIAGRAMA FLUVIAL 3 94 65-67CARACTERISTICAS DE TRAMOS 2 97

2102 CRISNEJAS DIAGRAMA FLUVIAL 1 98 68CARACTERISTICAS DE TRAMOS 2 100

2103 LLAUCANO DIAGRAMA FLUVIAL 99 69CARACTERISTICAS DE TRAMOS :00

2104 CHAMAYA DIAGRAMA FLUVIAL lor 70CARACTERISTICAS DE TRAMOS 10:3

2~105 HUANCABAMBA DIAGRAMA FLUVIAL 102 71CARACTERISTICAS DE TRAMOS 103

2106 CHOTANO: DIAGRAMA FLUVIAL '04 7"CARACTER 1ST ICAS DE TRAMOS 107

'Q"2107 CHINCHIPE DIAGRAMA FLUVIAL 10, 73

CARACTERISTICAS DE TRAMOS 10

2108 TABACONAS DIAGRAMA FLUVIAL 106 74CARACTERISTICAS DE TRAMOS 107

2109 CENEPA DIAGRAMA FLUVIAL 108 75CARACTERISTICAS DE TRAMOS 111

2110 SANTIAGO DIAGRAMA FLUVIAL 2 109 76-77CARACTERISTICAS DE TRAMOS

1 111

2111A MARANON MEDIO DIAGRAMA FLUVIAL 2 112 78-79CARACTERISTICAS DE TRAMOS 1 :151

2111 B MORONA DIAGRAMA FLUVIAL ¡r4 80CARACTER 1ST ICAS DE TRAMOS 11°!>

2112 PASTAZA DIAGRAMA FLUVIAL 116 81CARACTERISTICAS DE TRAMOS 118

2113 TIGRE DIAGRAMA FLUVIAL 117 82CARACTERISTICAS DE TRAMOS 118

2114 BAJO MARA NON DIAGRAMA FLUVIAL 119 83CARACTERISTICAS DE TRAMOS 121

2115 UTCUBAMBA DIAGRAMA FLUVIAL 120 84CARACTERISTICAS DE TRAMOS 121

2116 CHIRIACO DIAGRAMA FLUVIAL 122 85CARACTERISTICAS DE TRAMOS 124

2117 NIEVA DIAGRAMA FLUVIAL 123 86CARACTERISTICAS DE TRAMOS

124

10

CUENCAS DE LA VERT lENTE DEL ATLANTICO : SISTEMA DEL RIO MARA NON (CONT. )

-------------------------------------

CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA

.,.... . lO.... . lO................... . lO.... . lO.... .

2118A HUALLAGA SUP DIAGRAMA FLUV I AL 2 125 87-88CARACTERISTICAS DE TRAMOS 1 127

2118B HUALLAGA I NF DIAGRAMA FLUVIAL 128 89CARACTERISTICAS DE TRAMOS 131

CUENCAS DE LA VERTIENTE DEL ATLANTICO : SISTEMA DEL RIO UCAYALI

-------------------------------------

CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURAlO.... . lO.... . lO................... . lO.... . lO.... .

2201 URUBAMBA DIAGRAMA FLUVIAL 2 }29 90-91CARACTERISTICAS DE TRAMOS 2 131

2202 'J ILCANOTA DIAGRAMA FLUVIAL l32 92CARACTERISTICAS DE TRAMOS 133

2203A APURIMAC SUP DIAGRAMA FLUVIAL 2 )34 93-94CARACTERISTICAS DE TRAMOS 1 137.

2203B SANTO TOMAS DIAGRAMA FLUVIAL t36 95CARACTERISTICAS DE TRAMOS 137

2203C PUNANQUI DIAGRAMA FLUVIAL 138 96CARACTERISTICAS DE TRAMOS 141

2203D VILCABAMBA DIAGRAMA FLUVIAL 139 97CARACTERISTICAS DE TRAMOS 111

2203E PACHACHACA DIA~RAMA FLUVIAL 140 98CARACTERISTICAS DE TRAMOS 141

2203F APURIMAC INF DIAGRAMA FLUVIAL 2 142 99-100CARACTERISTICAS DE TRAMOS 1 )46

2204 PAMPAS DIAGRAMA FLUVIAL 2 144 101-102CARACTERISTICAS DE TRA'MOS 1 146

2205A MANTARO SUP DIAGRAMA FLUVIAL 2 147 103-104CARACTERISTICAS DE TRAMOS 1 149

2205B MANTARO MED DIAGRAMA FLUVIAL 2 1'50 105-106CARACTERISTICAS DE TRAMOS 1 153

2205C MANTARO INF DIAGRAMA FLUVIAL 152 107CARACTERISTICAS DE TRAMOS 153

2206 PACHITEA DIAGRAMA FLUVIAL .154- 108CARACTERtSTICAS DE TRAMOS U7

2207 AGUAYTIA DIAGRAMA FLUVIAL '155 109CARACTERISTICAS DE TRAMOS .157

2208A ENE DIAGRAMAFLUVIAL 156 110CARACTERISTICAS DE TRAMOS 157

2208B TAMBO DIAGRAMA FLUVIAL )58 1 1 1CARACTERISTICAS DE TRAMOS 1.62

2208C UCAYALI DIAGRAMA FLUVIAL 3 159 112-114CARACTERISTICAS DE TRAMOS 2 162

2209 PERENE DIAGRAMA FLUVIAL 163 115CARACTERISTICAS DE TRAMOS 164

CUENCAS DE LA VERTIENTE DEL ATLANTICO SISTEMA DEL AMAZONAS

-------------------------------------

CODIGO' NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA

lO.... . lO.... . lO................... . lO.... . lO.... .

2301 AMAZONAS DIAGRAMA FLUV I AL 2 165 1 16-117CARACTERISTICAS DE TRAMOS 1 167

2302 NAPO DIAGRAMA FLUV IAL 2 168 118-119CARACTERISTICAS DE TRAMOS 1 172

2303 PUTUMAYO DIAGRAMA FLUVIAL 2 170 120-121CARACTER1ST I CAS DE TRAMOS 1 172-

2304 YAVARI DIAGRAMA FLUVIAL 173 122CARACTERISTICAS DE TRAMOS 176

2305 PURUS DIAGRAMA FLUVIAL 174 'e

CARACTERISTICAS DE TRAMOS ~76

2306 MADRE DE DIOS DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS J76

2307 INAMBARI DIAGRAMA FLUVIAL 177 125CARACTERISTICAS DE TRAMOS 180

2308 TAMBOPATA DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS J76

2309 ACRE DIAGRAMA FLUVIAL 178 126CARACTERISTICAS DE TRAMOS 180

2310 LAS PIEDRAS DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS 176

2311 YURUA DIAGRAMA FLUVIAL 179 127CARACTERISTICAS DE TRAMOS 180

CUENCAS DE LA VERTIENTE DEL LAGO Tll"lCACA-----------------------------------------

CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURAlO.... . lO.. lO.. lO................... . . . . . . . lO.... .

301 SUCHE S DIAGRAMA FLUVIAL 181 128CARACTERISTICAS DE TRAMOS ,185

302 HUANCANE DIAGRAMA FLUVIAL 182 129CARACTERISTIC~S DE TRAMOS 185'. .

303 RAMIS DIAGRAMA FLUVIA~ 2 183 130-131CARACTERISTICAS DE TRAMOS 1 18~

304 COATA DIAGRAMA FLUVIAL 186 132CARACTERISTICAS DE TRAMOS 189

305 ILLPA DIAGRAMA FLUVIAL 187 133CARACTERISTICAS DE TRAMOS 189

306 lLAVE DIAGRAMA FLUVIAL 188 134CARACTERISTICAS DE TRAMOS 189

307 MAURE DIAGRAMA FLUVIAL 190 135CARACTERISTICAS DE TRAMOS ~93

308 ZAPATILLA DIAGRAMA FLUVIAL 191 136CARACTERISTICAS DE TRAMOS 193

309 CCALLI\CCANE DIAGRAMA FLUVIAL 192 137

12CARACTERISTICAS DE TRAMOS 193

CAUDAL ESTIMADO 2.0-- ---~ 12

DEL EC U ADOR

13

'"

" 3 2 1

1S

8 9 10t7

11

16 LA PALMA (S.4) 200102 [2JS G

(0.8)17

(CANAL INTERNACIONAL)

200101 [1) 18

----- ........

EVALUACION DEL DIAGRAMA FLUVIAL

POTEN CIAL

H IDROELECTR ICO Z ARUMILLA 1 01 Fig. 2NAC 10 NAL FLOW DIAGRAM :

13

13 r+--§.O~--

14 CAUDALES ESTIMADOS

DEL ECUADOR

15

16 ,I, 15.0I

17V

12 11 10 9 8 7 6 54

18

3

19

2

20

"

21

22

23 EL TIGRE (91.0) 200202 [2]

24

25

I.26 PTE. CAR RETERA ( 92.0) 200201 [IJ

27

28

,It~-,-..-

EVALUACION DEL DIAGR A M A FL U VIAL:POTENCIAL

HI DROELECTRICO TUMBES 102 Fig. 3NACIONAL FLOW DI A G RA M1~

17

18

19

20

21

S 6 7 822

12 1124

25

0.9

2& riego

14.8

CONTRI BUCION DE LA

CUENCA ECUATORIANA

(PUENTE INTERNACIONAL)

200310 [10J

CAUDAL ESTIMADO

ECUADOR (Río Catamayo)

39

4

41

42

43 4S 4644

34 3S

EVAlUACION DEL

POTENCIAL

H IDROELECTRICO

NA CI ONAl

1.08S

86

1.0 0.0._ _ -;;. 00

30.00

99

100

4 3 2LOS EN C.UE'i TROS

101 200311. [4]

33

102

103

47 48 4938

32 31

104 SOLANA BAJA (96.3)

200302 (2136 37

DIAGRAMA FLUVIAL:

e HIRAFlOW DIAGRAM:

103 ( 1/2)

13

15200 301

16 PARAJE GRANDE ( 12.1 )[1 ,13 ,ISJ

30 29 28 27

CANALQUI ROZ

9

23 10

ZAMBA(14.200303

[3J

Fig. 4

15

5253

54

68

67

66

65

64

51 SO

105

69 70 7158 63

10G

57 62

EVA LUACION DEL DIAGRAMA FLUVIAL:

POTENCIALe HIRA 103 (2/2) Fig. 5

HIDROELECTRICO

NACIONAL FLOW D IAGRAM :16

t CANAL

I

QUIROZ

56 61

107

RES. POECHOS

tII

72

ss 60 PARDO DE ZELA (85.0)108 200 306 [6]

(RES. SAN LORENZO)109 200312 [12]

74

2.5

CHI- P!200317 [16,17J

CANALYUSCAY200316

73

CANAL CHIRA PIURA3.3

59

13.384 83 82 81 80 76 75

10.0

'*'

110 ( CANA LCHIPILLlCO)

200311 [11]riego 2.5

DERIVACION A PI URA PUENTE SULLANA (94.3)

200305 [5]

16.0

DERIVACION114

A PIURA

115

116

117

118

119

120

121

*1 RIO SECO 1 4 141.5 377.3 439.3 33.0 0.13 1.95 0.23 *

*2 R IO ELBUQUE 5 7 143.1 221.2 339.4 22.0 0.30 1.56 0.15 *

* 3 RIO PALMALES 8 11 136.3 228.4 345.8 27.0 0.19 1.83 0.20 *

*4 ZARUMILLASUP 12 16 323.6 339.8 406.1 30.0 O.~6 2.33 0.Q9

** 5 ZARUM ILLA INF 16 18 72.3 18.4 166.5 17.0 0.25 0.13 0.24 *

*******************.**.*****************.****************************************************

REPRESENTACION y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 18

** *

, DE PUNTOS : 121*

*DEL' RIO CHIRA . CODIGO 103

*, DE ESTACIONES HIDROMETRICAS : 5

**********************************.***.****.************************************************** TRAMO

*PUNTOS

*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

***********.**********************MEA PRQMEDIA PROMEDIA RIOS FORMA PROM. DREN. *

*COOIGO* NOM3RE*

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*

******.************************************.***********.************************************* **

1 REMOL I NOS 1 4 176.3 490.7 526.1 33.0 0.16 2.68 0.19 **

2 ARANZA 5 8 156.1 2198.3 979.7 30.0 0.17 6.29 0.19*

* 3 TULMAN 9 12 281.8 2295.4 985.4 32.0 0.28 8.50 0.11 **

4 SUYO 13 16 191.0 857.6 702.7 25.0 0.31 5.18 0.13*

*5 QUIROZ SUP 17 27 1937.1 2124.0 972.2 90.0 0.24 10.57 0.05

**

6 QUIROZ INF 27 33 644.1 717.9 640.3 67.0 0.14 3.46 0.10*

*7 PILAREZ 34 38 186.8 329.7 382.8 40.0 0.12 1.06 0.21 *

*8 ALAMOR 39 49 801.7 474.1 496.2 97.0 0.09 1.84 0.12 *

*9 JABONILLOS 50 54 378.6 505.0 298.4 35.0 0.31 2.54 0.09

**

10 ENCANTADOS 55 58 210.2 401.8 267.0 34.0 0.18 1.44 0.16 **

11 T AMAR I NDO 59 63 230.2 276.4 244.3 40.0 0.14 1.05 0.17*

* 12 SOLANO 64 71 485.3 420.9 282.2 67.0 0.11 1.72 0..14 **

13 CHIPILLlCO ~72 77 410.9 2275.8 529.9 50.0 0.16 5.74 0.12*

*14 CHIPILLICO B 77 84 689.8 493.7 296.5 71.0 0.14 2.79 0.10

** 15 CHIRA A 85 104 2044.3 1229.0 749.8 182.0 0.06 5.49 0.09 ** 16 CHIRA B 104 108 369.6 160.4 224.1 28.0 0.47 0.81 0.08

**

17 CHIRA C 108 113 456.1 99.7 215.0 36.0 0.35 0.68 0.08*

*18 CHIRA D 113 121 1914.5 211.6 231. 7 76.0 0.33 1.54 0.04 *

******************************************************.*************************.~...* *. REPRESENTACION y CARACTERISTICAS DE LA CUENCA · I DE TRAMOS 5 ·. ., DE PUNTOS 18 ·. DELRIOZARUMILtA COOIGO101 ., DEE~TACIONESHIOROMETRICAS:1....**.* ** *..**.*.*.*...*..* **.**..***..****.********.*.*..*..***.******.**.***. TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *******************************...*

MEA PROMEDIAPROMEDIA RIOS FORMA PROM. OREN. **CODIGO. NOM3RE * DE A *(KM.KM) (METROS) (MM/ANO) (~M) (-) (~) O/KM) ********.*.******************************.**.*****************.*******************.****.***...*

**

********************.*********.*************************************************************

* CARACTERISTICAS DE LA CUENCA 816.8 278.5 368.9 129.0 0.05 1.71 0.16 *

*******************************.*****************.******.******.*****************.**.****.************ ****.********.*************************************..***.****.*..*.*.*..*.*.*..

..*****.****.****...*********..***.**..* *.* * *.**.*********...** *........· REPRESENTACION y CARACTERISTICAS DE LA CUENCA ·

"

DE TRAMOS 5 ·* *, DE PUNTOS 28

** DEL RIO TUM3ES . COOIGO 102 *, DE ESTACIONESHIDROMETRICAS 2 *********..******.*******...***.*.*.* ***.****.***.*************.*..*...***************..*· TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ******.***,*.*..*************...**. MEA PROMEDtA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOM3RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) **.*******.*******.**.***.**.***********..********.**************.*.******..******..*********

* ** 1 RIO CUZCO 1 4 199.9 688.7 615.4 32.0 0.20 4.12 0.16 ** 2 CASADEROS 5 12 485.7 441.9 491.7 75.0 0.09 1.38 0.15 ** 3 TUM3ES SUP 13 23 1592.9 390.8 446.3 95.0 0.18 2.59 0.06 ** 4 TUMBESMED 23 26 420.9 31.3 178.1 20.0 1.05 0.17 0.05 ** 5 TUMBES INF 26 28 29.4 7.6 156.8 14.0 0.15 0.04 0.48 *.

**************.******.************************.*****************************.***************** CARACTERISTICAS DE LA CUENCA 2728.8 362.1 422.3 236.0 0.05 2.06 0.09

*****..*********.*.********.*************************************************~***************

***************.*****************************.**.*******************************************

* *

***************************************************************************.***************** CARACTERISTICAS DE LA CUENCA 11564.4 959.9 550.3 1033.0 0.01 3.90 0.09 *************************************************************************************~*******

********************************************************************************************

17

63

64

65

66

61

4 3 2

68

200429 [28J

PA TA(0.3) 69

5 6 7 8

PU SMALCA( 0.86) 10200428 [27J

9 10 11 121.2 71

riego1.5 72 SALlTR E ( 2,7 )

200410 [10JBI GOTE (4.2 ) 73

13 14 15 16 17 181.0 74~--

18

EVALUACION DEL

POTE NCIAL

HIDROEL ECTR ICO

NACIONAL

20 19

76

DIAGRAMA FLUVIAL:

P I URA 1 04

FL OW DIAGRAM :

200411 [11]

Fig. 6

I200424 [23] I

CHARANAL (1.9) 80-41 41 42 43 44 - 464S

81 I . PT E. CHULUCANAS (11.8) 200498 [5.61

82

47 48 49 SO S1

83

84

DERIVACION S2 53 SI. . ss 56

DE CHIRA 8S1.0 1.0

16.0 ~". 86 1.3I I

57I 1

58 59 60 61 62

7.01.0

.... TAMBO GRANDE 11(19.4) 200401 [1]~--- 87

riego

88

89

90

91

92

93

CA NAL 3.3~~94

CHIRA- PIURA

9S I PUENTE PIURA ( 29.9 ) 200 lo07 [7]

96

9718.0

~-----;;. riego

98

99

100

101

102

~----......... ........

EVALUACION DEL DIAGRAMA FLUVIAL:

POT EN CIAL.P IURA 104 (2/2)HIDROELECTRICO Fig. 7

NAC ¡ONAL FLOW DIAGRAM:1$

14

15

16

riego0.5~---.., 17

1 2 3 4

18

5 6 7 8 9

19

20

10 11 12 13

<E-- --- 21-- - 2.0- -- ---Infiltración -- ~---- 22- --- - 2.0- --- ---- ~---- 23- - 2.0

24

,¡,r-..- r-/

,......,~

EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL "

HIDROELECTRICO CASCAJAL 105 Fig. 8NAC IONAL FLOW O IA"GR AM :20

1

2

3

4

5

~lQ._ 6

Infilfración J Riego ~1.:0__ 7

~!:..O__ 8

9

10

r-' "---- --

.

EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL

H ID RO ELECTR ICO OLMOS 106 Fig. 9NACIONAL FLQW DIAGRAM:..

21

********************************************************************************************* REPRESENTACION V C~RACTERISTICAS DE LA CUENCA *

# DE TRAMOS 25*

* *# DE PUNTOS : 102 *

*DEL RIO PIURA , CODIGO 104

*# DE ESTACIONES HIDROMETRICAS 12

*******************************************************************************.************** TRAMO * PUNTOS

*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.

**COOIGO* NOM3RE

*DE A *(KM*KM) (METROS) (~/ANO) (KM) (-) (%) (l/KM)

************************************************************************************.-******** **

1 SAN MAR TI N 1 4 275.6 1482.7 847.4 24.5 0.46 11.63 0.09*

*2 PATA A 5 7 98.0 1615.3 902.6 13.0 0.58 13.98 0.13 *

*3 PATA B 7 8 30.6 629.0 443.1 10.0 0.31 4.29 0.33

**

4 PUSMALCA A 9 11 162.2 789.8 521.7 24.0 0.28 2.92 0.15*

*5 PUSMALCA B 11 12 25.8 507.0 366.9 5.0 1.03 6.22 0.19

**

6 BIGOTEA 13 17 653.5 1444.9 739.5 42.0 0.37 9.73 0.06*

*7 BIGOTEB 17 18 21.3 290.0 245.0 6.0 0.59 2.40 0.28

** 8 SECO 19 22 758.2 761.2 521.6 30.0 0.84 5.94 0.04 ** 9 CHALACO 23 26 149.6 1769.9 884.9 27.0 0.21 10.49 0.18 **

10 LA GALLEGA A 27 29 94.1 1977.4 963.8 14.0 0.48 12.54 0.15*

*11 LA GALLEGA B 29 31 125.2 772.6 520.1 19.0 0.35 6.42 0.15

**

12 CORRALES A 32 36 180.1 1466.5 797.2 32.0 0.18 9.50 0.18*

*13 CORRAL ES B 36 37 90.1 565.0 403.1 6.0 2.50 7.12 0.07 *

*14 CORRAL ES C 37 39 32.0 251.3 228.6 6.0 0.89 3.88 0.19

** 15 CHARANAL A ,40 45 330.3 705.8 457.3 43.0 0.18 4.55 0.13

**

16 CHARANAL B 45 46 1.3 87.0 171.7 1.0 1.30 0.10 0.77*

*17 YAPATERO 47 51 212.8 1070.3 588.0 40.0 0.13 5.09 0.19

**

18 SANCOR 52 56 237.5 481.7 351.5 35.0 0.19 3.32 0.15*

*19 S~ FRANCISCO 57 62 483.6 158.5 192.4 45.0 0.24 0.59 0.09

**

20 PIURA A 63 72 572.1 1144.7 670.7 61.0 0.15 8.66 0.11*

* 21 PIURA B 72 77 450.1 604.0 428.1 32.0 0.44 5.52 0.07*

*22 PIURA C 77 81 342.1 261.1 230.6 24.5 0.57 2.44 0.07 *

*23 PIURA O 81 87 631.5 492.2 367.2 36.5 0.47 3.71 0.06

**

24 PIURA E 87 95 1754.8 155.3 190.2 77.0 0.30 0.96 0.04*

*25 PIURA F 95 102 2763.1 98.8 174.7 66.0 0.63 0.87 0.02

** ************************.*********************************************************************

CARACTERISTICAS DE LA CUENCA 10475.5 539.4 376.7 719.5 0.02 5.19 0.07*

*********************************.***********.***********************************.**********

*********4*******************************************444************************************

********************************************************************************************

* REPRESENTACIONy CARACTERISTICAS DE LA CUENCA

*# DE TRAMOS 4

** * # DE PUNTOS 24

**

DEL RIO CASCAJAL , CODIGO 105* # DE ESTACIONESHIDROMETRICAS: O

***..******************************.***********.*********************************************

*TRAMO

*PUNTOS

*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *

********,************************* AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOM3RE *

DE A *(KM*KM)(METROS)(~/ANO) (KM) (-) (%) (l/KM)*

*******************.***********************--*******-**************************************** *****

1234

TOCTOSAN CR ISTOBAVEGA DEL PADCASCAJAL

151014

491324

236.6897.4729.62283.7

968.8249.6162.7162.7

444.0226.1198.8199.0

30.051.049.0158.0

0.260.350.300.09

6.773.060.511.3R

0.130.060.070.07

****

* ******v*************.*********.***.*******.***************************************************

CARACTERISTICASDE LA CUENCA 4147.3 227.5 218.8 288.0 0.05 2.09 0.07 ***********.**********************************************.***********************.***************************--*-***********************************************************************

********************************************************************************************

*REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 1 *

* *# DE PUNTOS 1O *

* DEL RIO OLMOS , CODIGO 106 * # DE ESTACIONESHIDROMETRICAS O*

****.*********.************.*******.*.**************.***************************************

* TRAMO * PUNTOS*

ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOM3RE *

DE A *(KM*KM)(METROS)(~/ANO) (KM) (-) (%) (l/KM) **************.******************************************************************************* ** OLMOS 10 965.1 729.6 364.6 91.0 0.12 4.50 0.09 ** *********************************************************************************************

* CARACTERISTICASDE LA CUENCA 965.1 729.6 364.6 91.0 0.12 4.50 0.09*._*********.**...*********************.*******************.*********************************

*******************************************************-**************.***********.****.***.

22

DERIVACION DE 0.7

HUAllABAMBA35

36

37

38 (MARRIPON i 200703 [ 3]

39

CANAL1, 3 2

LOCAL------ 1,0

0.7(H UAllABAMSA)

200702 [2] LO1,1 Riego

10 1117

1,2

1816 15 11, 13 12

1.0 25~--- 1.3

Ri ego'"

19

2.513.0 26

E-- -- 4l. II 20

31, 33 32 31 30 28 2721, 29

2.5~--- 1,5 PUCHACA (5.9)

200899 [1,2]

1,6 23 22 21

,...., .......,...., ...,

5 6 7 8 9

TONGORRAPE (1.1)

200701 [1]

Riego

EVAlUACION DEL DIAGRAMA FLUVIAL

PO TENCIAl

HIDROElECTRICO MOTUPE y LA LECHE 107 Y 108

NACIONAL FlOW DIAGRAM

Fig. 10

23

18

29

30

31

32- 2 3

4.2 . 33

34

4 5 6

35

10 9 8 7

Rie90 0.6 36

15 14 1"3 12- 11

37 ( 8 ARAN DAS) 200902 [2]

3!!

. . 1116 17 18

200901 POTRERllLO(2.6 ) 39[1]

19 20 21 22

40

41

TUNEl CHOTANO

CANAL

TAYMI

EVAlUACION DEL

POTE NCI A l

H IDROELECTRICO

NACIONAL24

RESERVORIOTINAJONES

CARHUAQUERO ( 27.1) 200903 [3J

(RACA RUMI) 200907 [7J

23 24 2ti 2725

(DESAGUADERO) 200904 ~]

12.0

43

44 ( REQUE 200905 [5]

(DESAGUADERO)

11.0

200906[6]

45

46

RIOLAMBAYEQUE 47

48

49

DIAGRA MA FLUVIAL:

LAMBAYEQUE 109

FLOW DIAGRAM:

Fig. 11

EV AlUACION DEL

POTENCIAL

HIDROElECTRICO

NACIONAL

8

9

10

11

12

2

BATAN 0.3( 6; 5) 13

201001 [11.J..(L - - 1i, ( PORTACHUELO ) 201002 [2]

7 6 '5 i, 3

.J,Q- 15 MOTETE (6.7)

20100 3 [3J

CORVACHO (5.0) 16 ~O__

201004 (I.J

.-2.&_ lA LEONERA (2.6) 201005[5J

SAN lUIS (2.7) ¡

201006 [6J

DIAGRAMA FLUVIAL:

ZAÑA 110 Fig. 12FLOW DI A G R A M:

26

*. REPRESENTACIUN y CARACTERISTICAS DE LA CUENCA *# DE TRAMOS 10 *

* * # DE PUNTOS 49 ** DEL RIO LAM8AYEQUE CODIG\.I 109 * 11 DE ESTACIONES HIDROMETRICAS 2 *.

********************************************************************************************

* TRA14J * PUNTOS * AL TURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PRuMEDIA RIOS FORMA PRm~. OREN. **COOIGU* NO~18RE

*DE A *(KM*KM) (t~ETROS ) (MM/ANQ) (KM) (-) (%) (l/KM)

*************************************~*******************************************************

* *. 1 SAN JUAN 1 3 123.4 3425.6 1352.0 16.5 0.45 14.88 0.13 ** 2 HUANSAYACU 4 6 167.9 2335.5 947.7 21.0 0.38 9.54 0.13 ** 3 CANAD 7 10 246.7 2657.5 1062.4 34.0 0.21 8.40 0.14 ** 4 SAl, LORENlO 11 15 245.1 2804.5 1117.5 40.0 0.15 9.38 0.16 ** 5 CHATO 16 1a 142.6 2289.2 933.9 20.0 0.36 12.27 0.14 ** 6 MAICHAIL A 19 21 277.2 2507.3 1009.8 21.0 0.63 15.7IJ 0.08 ** 7 MAICHAIL B 21 22 79.8 1098.0 537.2 1LO 0.66 6.66 0.14 ** 3 CAi4ELLON 23 27 417.4 1266.3 593.1 40.0 0.26 9.94 0.10 ** 9 LAr43AYEQUE A 28 40 1030.4 2466.0 1004.9 106.0 0.09 9.34 0.10 ** lO LAI4BAYEQUE J 40 49 2175.5 489.3 313.0 86.0 0.29 3.71 0.04 ** *********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 4906.0 1503.6 668.9 395.5 0.03 8.75 0.08 *********************************************************************************************

**

1 RJ0 UDINA 1 2 124.3 1914.1 819.6 15. O 0.55 10.59 0.12*

*2 NAWCHOC 3 7 366.6 1378.1 628.0 39.0 0.24 9.76 0.11

**

3 lANA A (3 13 578.3 1844.8 789.3 56.0 0.18 3.01 0.10*

*4 lANA i3 13 15 297.7 644.8 357.9 17. O 1.03 5.52 0.06

*. 5 lANA e 15 16 253.8 453.0 285.9 13. O 1.50 3.06 0.05*. 6 lANA O 16 17 218.6 347.0 254.1 13. O 1.29 2.44 0.06 *

*7 lANA E 17 18 165.4 167.0 200.1 13. O 0.93 1 .23 0.08

** 3 lANA F 18 19 7~. 1 22.0 156.6 3.0 8.34 0.73 0.04*

*

***************~*k*****~**~*****************************************************************

* REPRESElnA.CI0;~ y CAr~i".,rERISTICAS DE LAS CUENCAS * # DE TRAMOS 9 *

* * # DE PUNTOS 46*

* DE LOS RluS ~OTUPE y LA LECHE, CODIGOS 107 y 108 * # DE ESTACIONES HIDROMETRICAS 2 *************...****~***~**~****************************************************************** TRAMO · PUNT0S * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ************** **..*.***..****** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NUM0RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (S) (1/KM) *****************~***************************************************************************

*********

23456789

CrlO::rlOPE

CHOLuQUECHOLOQUEDE SALASMORANSANJJI~LA LECHELA LECHEMOTUPE

SUPINF

157

121721252935

4711162024293446

232.576.2

324.8423.6323.2379.8445.2429.4893.6

1387.1915.9333.8778.9

2670.4319.11847.7402.9522.2

552.5429.8250.7387.7864.6245.7666.9273.1304.9

33.019.O37.043.029.034.038.049.0105.O

0.210.210.240.230.380.330.310.180.08

7.487.641.806.8215.492.2110.132.333.37

0.140.250.110.100.090.090.090.110.12

***********

"

SUPINF

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 3523.3 928.8 415.6 387.0 0.02 5.50 0.11 *******************************************************************************************************************************~*~********4***********~************4*****4*4**.~~~~******

********************************************************************************************

********************************************************************************************

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 11DE TRAMOS 8 *..

* # DE PUNTOS 19 *· DEL RIO lANA , CODIGu 110 * # DE ESTACIONES HIDROMETRICAS: 5 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *...******************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CuDIGu* NOi'~3RE

* DE A *(KM*KM) 114ETROS) (:v1M/ANO) (KM) (-) (%) (I/KN)*********************************************************************************************

*

********************************************************************************************** CARACTERISTICAS DE LA CUENCA 2Q80.3 1068.6 513.6 169.0 0.07 6.93 0.08

*****************************************************************************************************************************************************************************************

26

l.

5

6

3 2 1

7

8

9

{

_-!Q -- 10

R ie 90..J-,-O_ _ 11

12

----

~~EVALUACION

DEL DIAGR AMA FLUVIAL:POTENCIAL

HIDROELECTRICO CHAMAN 111 Fig. 13NACIONAL FLOW DIAGRAM

2

37

38

39

40

41

42 1.5 Riego

3 4

43 PTE. CHI LETE ( 8.0) 201204 LI.]

44 1.5

7 8

1.S 45

12 11 10 9

LAS PALAS 201203( 14.7 ) [3J 46

24 25 26 27 28 29 30 3216 20 23 31

47 LLALLAN ( 26.3) 201202 [2J

15 19 22

4e.

14 1~ 2135 36

3413 17 49 _ .J).:5_~

33

50 lQ.._:. (YONAN) 201205 [5J

_1.:..5__~

52 _1=.? _~ VENTANILLAS (29.0)201201 [IJ

2

5 6

53

54

(TOLON) CANAL201206 [1] 2.1 TOLON

Riego55

56


POTENCIAL

HIDROELECTRICO JEQUETEPEQUE 112NACIONAL FLOW DIAGRAM :

Fig. 14

28

34

35

36

37

38

1 2

39

3 40

4 41

9 10 11 12 13

l8

14

425 6 7

( C ASCA8AMBA )19 20 21

201301 [1] 18 17

43 0.5~15 16

25 26 27 28 Ríe90

~444 0.5

22 23

31 30 29

SALINAR ( 27.5) I.45201399 [2,3]

+- - .§.Q- 46

Riego33 32

.._ 2,.Q. __ 47

48

49

.-...,-----

EV ALUACION DEL DIAGRAMA FL U VIAL:POTENCIAL

Fig. 15HIDROELECTRICO CHICAMA 11 3NACIO NAL F L OW D lAG R A M :

29

********************************************************************************************. REPRESENTACION y CARACTERISTICAS DE LA CUENCA

*# DE TRAMOS 13 .

*. # DE PUNTOS 56 *

. DEL RIO JEQUETEPEQUE CODIGO 112*

# DE ESTACIONES HIDROMETRICAS 4·.

****************~***************************************************************************

*TRAMu

*PUNTOS . ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD .

********************************** AREA PROf4ED IA PROMED IA RIOS FORMA PRm~. OREN.*.CODIGO* NOMBRE * DE A

*(KM.Kj'1) (METROS) (~If~/ ANO) (KM) (-) (%) (l/KM) .

******************************************.*************************************************

*.

*1 CHELLITANO 1 4 la2.3 2570.3 a73.7 24.0 0.32 9.73 0.13

**

2 LLAMINCHAN 5 8 183.8 2455.5 820.0 27.0 0.25 10.06 0.15 .

*3 CONTUI>1AZA 9 12 134.7 2610.6 891.1 30.0 0.21 10.73 0.16 .

. 4 CHACAPAI-IPA 13 16 114.0 3417.6 1232.8 26.0 0.17 4.42 0.23*

*5 LLAPA 17 20 201.8 3263.8 1170.3 32.0 0.20 5.37 0.16

**

6 PINCULLO 21 23 109.1 3080.4 1096.7 17.0 0.38 9.48 0.16 .

* 7 SANMIGUELSUP 24 31 678.1 2958.8 1037.6 59.0 0.19 7.79 0.09 .

*8 SANlvt IGUEL INF 31 32 25.3 1215.0 291.7 6.0 0.70 8.50 0.24 .

*9 PULLAC 33 36 239.9 2196.7 706.6 27.0 0.33 11.11 0.11 .

*10 JEQUETEPEQ A 37 43 807.7 2665.4 915.8 54.0 0.28 12.58 0.07 .

. 11 JEQUETEPEQ t3 43 47 199.8 1728.9 501.7 19.0 0.55 15.45 0.10 .

. 12 JEQUETEPEQ e 47 52 834.4 151-3.3 410.7 47.0 0.38 11.37 0.06*

*13 JEQUETEPEQ D 52 56 496.5 683.1 159.3 40.0 0.31 4.55 0.08 .

* *

. REPRESEIH AC ION Y CARACTER I ST ICAS DE LA CUENCA*

# DE TRAMOS 12*

* *# DE PUNTOS 49 *. DEL RIO CHICAMA . CODIGO 113


*********************************************************************************************. TRAMO . PUNTOS . ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD .********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. ..CODI GO. NOt4SRE

*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) <%) (l/KM)

*********************************************************************************************

* *. 1 HUANRACHAL 1 2 119.4 2805.0 980.2 20.0 0.30 7.50 0.17*

*2 SAYAPULLO 3 4 51.9 2919.6 1032.6 21.0 0.12 8.98 0.40

**

3 COSPAN 5 3 240.4 2727.4 941.7 27.0 0.33 13.27 0.11*

*4 SAN JORGE 9 14 603.3 2265.4 739.3 50.0 0.24 9.72 0.08

*. 5 CASCAS 15 17 98.8 1917.9 592.7 23.0 0.19 7.50 0.23*

*6 OCHAPE 18 21 119.2 2567.8 an .8 28.0 0.15 9.56 0.23 .

* 7 SAN BENITO 22 24 158.7 1589.7 444.6 23.0 0.30 8.22 0.14*

*8 SANTANERO 25 28 397.4 1129.5 264.0 35.0 0.32 5.79 0.09

** 9 QUIRRIPANO 29 31 326.6 1658.8 479.9 34.0 0.28 7.95 0.10 .. 10 MALA ALMA 32 33 159.0 898.3 194.9 23.0 0.30 3.49 0.14 .

*11 CHICAMA SUP 34 45 1521.0 2124.1 684.3 114.0 0.12 8.57 0.07

**

12 CH I CAMA INF 45 49 658.7 411.8 115.9 53.0 0.23 1.79 0.08*

***************************.****~~**********************************************************. REPRESENTACluN y CARACTE~13TICAS DE LA CUENCA · # DE TRAMOS 2 ·. · # DE PUNTOS 12 ·. DEL RIO CHAMAN . CODIGU 111 · # DE ESTACIONES HIDROMETRICAS O ·********************************************************************************************. TRAMO · PUNTUS · ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD.

**.. AREA PRUMEDIA PROMEDIA RIOS FORMA PROM. DREN...CODIGJ. NOMBRE * DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).******************************************************************************************** .... 1

2SANJOSELOCOOECHAi>1AN

14

312

97.41150.3

1745.5580.2

756.6337.6

20.079.0

0.240.18

12.025.63

0.210.07

.

*.

********************************************************************************************· e ARAe T c:R 1ST I CAS DEL A e UE I~CAl 247 . 7 67 1. 1 370 . 3 99 . O O. 13 6 . 92 O. Oa ****************************************************************************************************_********************************************************4~44************************

*

********************************************************************************************

*CARACTERISTICAS DE LA CUENCA 4257.4 2219.8 731.2 408.0 0.03 9.25 0.10

*********************************************************************************************

***********************************************************.********************************

********************************************************************************************

. *********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 4454.4 1771.8 558.2 451.0 0.02 7.62 0.10*

********************************************************************************************

********************************************************************..**********************

30

26

27

28

29

1 2 3

30

4 5 6

31

7 8 9

32

1711 10

18 33

19 34 0.7

20 21 22 23 24 2516

35. I QUIRIHUAC ( 10.1)

201401 [1]12 13 2.0

15 ~6 ----.... Riego

'"37

...--..-....., ---

E V ALUACION DEL DIAGRAMA FLUVIAL:POTENCI AL

HIDROELECTRICO M O CH E , , 4 Fig. 1 6NACIONAL FLOW O lA GRAM :

31

21

22

26 4 3

23 7 '5

1211 10 9 8

13 24

14 0.2 2'5

15 .1°__ 2& HUACAPONGO 13.8) 201501 [1 ]

16 27 ~O_.

17 18 19 20

28 2...Q-+

29

EVALUACION DEL

POTENCIAL

HIDROELECTRICO

NACIONAL32

DIAGRAMA FLUVIAL

FLOW DIAGRAM:

VIRU 115 Fig. 17

12

13

14

1S

16

t05 17 1°.5....-.--

I6 5 4 3 2 1

18 >-9..:.5_..

7 8 9 10 11

19

20

- ----,-....~

E VALUACION DEL DIAGRAMA FLUviAL:POTENCIAL

HI DROELECTRICO CH A O 1 16 Fig. 18NA ":10 NAL FLOW DIAGR A M:

""-33

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA*

# DE TRA~10S 10*

* *# DE PUNTOS 37 *

*DEL RIO MOCHE CODIGO 114

*fIDE ESTACIONES HIDROMETRICAS 1

*,

********************************************************************************************

*TRAMO

*PUNTOS

*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORt"'A PROM. OREN. **CODIGO* NOr>fi3RE * DE A *(KM*KM) (METROS) (MM/ANO) (K~1) (-) (;b) (l/KM)

*********************************************************************************************

* ** 1 MOTIL 1 3 102.1 3554.5 862.7 22.0 0.21 5.34 0.22

**

2 GRANDE 4 6 97.6 3482.7 836.9 23.0 0.18 4.98 0.24 **

3 OTUZCO 7 9 182.4 3268.8 761.4 24.0 0.32 6.22 0.13 **

4 CHANCHACAP 10 11 93.4 3221.0 745.2 18.0 0.29 6.86 0.19*

*5 LLANTEN 12 13 92.9 1595.2 273.1 17.0 0.32 6.19 0.18

**

6 NARI 14 16 71.4 1917.1 362.0 27.0 0.10 6.86 0.38*

*7 CUESTA 17 19 126.5 2145.5 423.7 25.0 0.20 9.20 0.20

** 8 SINSICAP 20 25 195.2 2626.0 593.4 38.0 0.14 11.27 0.19

** 9 MOCHE SUPER 26 35 813.2 2454.7 539.4 86.0 0.11 8.14 0.11

**

10 I"'OCHEINFER 35 37 386.3 347.0 84.7 24.0 0.67 3.07 0.06 *

* *********************************************************************************************


*********************************************************************************************

*i~EPRESENTAC IUN Y CAKACTERISTICAS DE LA CUENCA

*fIDE TRN~OS 8 *

* *# LJEPUNTOS 29

**

DEL RIU VIRU CODIGO 115*

fIDE ESTACIONES HIDROMETRICAS 1*

,

**************.~****************************************************************************

*TRN-10

*PUNTOS

*AL TU,~A LLUVIA LONG FACTUt~ PENO. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FOR:~A PRO~I. DREN.

**CODIGO* tWM8RE

*DE A *(KM*KM) (~lETROS) (~lM/ANO) (Kr~) (-) ( ~) (

l/K:"')*********************************************************************************************

* ** 1 TANTADA 1 2 63.5 3286.0 767.7 13.0 0.38 5.69 0.20

**

2 SHIRITE 3 5 76.1 3661.8 903.2 19.0 0.21 6.51 0.25*

*3 CAUTAHUAN 6 7 47.3 3294.1 770.3 14.0 0.24 7.80 0.30

**

4 LA VEGA 8 11 121.1 3193.9 737.1 16.0 0.47 14.62 0.13*

*5 CARA8AMBA 12 16 227.5 2503.0 537.5 41.0 0.14 9.11 0.18

**

6 LAS SAL INAS 17 20 492.4 1354.1 220.8 33.0 0.45 9.31 0.07*

*7 VIRUSUPERIOR 21 26 616.2 2575.2 555.4 55.0 0.20 10.08 0.09

**

8 VIRUINFERIOR 26 29 323.0 340.3 84.0 34.0 0.28 2.77 0.11*

* *

********************************************************************************************

*******************************************************************************~************

********************************************************************************************

********************************************************************************************


********************************************************************************************

********************************************************************************************

*******************.************************************************************************

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRA~OS 3 *

* *# DE PUNTOS 20

** DEL RIO CHAO , CODIGO 116 * # DE ESTACIONES HILJRm~ETRICAS O

*********************************************************************************************

*TRAMO

*PUIHOS

*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NU~8RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

****

123

HUARADAY

CARRIZALCHAO

17

12

61120

375.0258.0810.2

2283.81162.81125.5

496.7216.7278.8

46.035.080.0

0.180.210.13

6.727.6ó4.57

0.120.140.10

***

** *********************************************************************************************

*CARACTERISTICAS DE LA CUENCA 1443.2 1433.1 324.3 161.0 0.06 5.85 0.11 "

********************************************************************************************

**************************************************~~4***************************************


POTENCIAL

HIDROELECTRICOS A N T A 117 (1/2)

NACIONAL FLOW DIAGRAM :

Fig. 19

as

COLCASI5.~) _2..:.0~201705[7J 133

47 ~8 ~9 50 51

13~BALSA 182.7)

201706[6J

LOS CEDROS (3.20)13520170H~]

52 53 5~ 55

QUITARACSA 112 .2)136201703[3J

".,.. ,t. 60 61

0.251 1.251 3.25,*11* *J<- * 137

62 63

6~ 138

65 66 67 68 69 7075

13998

102 7176 86 99

105 140

77 87 100 Riego 1037~ 73 72

106 A t78 88 101

1.5:

2.1, CHUQUICARA (26.3)1~1

I 1O~, 201799 (2,18,19J

107 108 109 110 111 112 113 114 115 11685 97

1 ~2CONDORCERROI150.0)

201701[1]96

79 80 8184 143

91 90 89. . .10

83 95 ~-- 144

82 9410

145~--

10 14693 ~--

92 147

EVA LUA C ION DEL

POTENCIAL

HIDROELECTRrcO

NACIONAL

DIAGRAMA FLUVIAL:

SANTA 117 (2/2) Fig. 20

FLOW DIAGR AM36

t S

6

7

1 Z 3 4

8INFILTRACION

----- 0.7 9___ooE::----- - --

--.J ,.-..Jr.J ....J


POTENCIAL

HrDROELECTRICO LACRAMARCA 118 Fig. 21NACIONAL FLOW DI AGRAM: 37

********************************************************************************************* REPRESENTACION y CARACTERISTICASDE LA CUENCA * # DE TRAMOS 43 *

* *# DE PUNTOS : 147

**

DEL RIO SANTA , CODIGO 117 * # DE ESTACIONESHIDROMETRICAS 15 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

** 1

* 2* 3

* 4

* 5* 6

* 7

* 8* 9

* 10

* 11* 12

* 13

* 14

* 15

* 16

* 17

* 18

* 19* ,20

* 21* 22* 23

* 24

* 25* 26* 27* 28

* 29* 30

* 31

* 32* 33

* 34* 35* 36

* 37* :S.J

*' 39* 40

*41

* 42* 43

*

COLLOTAPACHACOTO APACHACOTO BGUESHGUEYANAYACU AYANAYACU BNEGBOANEGRO aPARIACCOJUPQUELLCAYHU-AQUELLCAYHU BQUE-HONDA A

QUE-HONDA BBUINRANRAHIRCA A

RANRAHIRCA 8

LLULLAN ALLULLAN BSTA. CRUZ ASTA.CRUZ BLOS CEDROS ALOS CEDROS BQUITARACSA AQUITARACSA B

HUALLCALLANCMANTA AMANTA BGRANDECONCHUCOS

PISCOCHACA

ANGASMARCA

SACAYCACHA

HUARONSANTIAGO

BOCADECABANA

ANCOSTABLACHACA ATABLACHACA BSANTA-ASANTA-BSANTA-CSAlHA-D

1479

1213161820232629313436404143444750525456606265697175

798286899298

102105115117119134142

378

111315181922252930343539414244465051545560616469707478

8185889197

101104115116119134142147

121.7206.1

1.062.063.9

161.3177.3

2.4110.2

76.1188.6

5.5218.2

60.0174.0

85.563.348.088.6

229.51.3

114.81.0

385.66.5

221.5341.5231.4235.8368.6

162.7196.9180.9196.5532.3248.2219.3

1099.32.1

224.22394.3

945.42025.2

4603.74852.03717.04710.84791.54756.74645.83369.04513.04893.25074.33080.04863.54235.04458.35061.24506.05354024182.04584.62147.04916.41933.04164.11497.04044.73876.83181.03357.94085.6

3901.23384.93496.63793.23406.73576.93357.63148.6

706.04483.53997.82949.4

983.8

957.51069.1

686.11013.81029.51020.1

959.3637.2945.9

1078.51178.5

600.21064.2

803.7933.9

1159.4891.9

1300.0786.6961.3365.9

1094.3295.8851.2151.4745.0722.9613.2629.2769.9

713.8640.8648.6699.8641.9683.2637.8596.4

35.4893.9756.5552.0

79.9

23.027.5

0.522.0

9.014.024.0

1.023.021.024.0

3.029.0

6.028.010.013.0

5.019.031.5

0.519.5

0.540.0

3.020.033.013.026.030.0

22.033.024.023.046.033.025.094.0

1.023.0

154.572.570.0

0.230.274.000.130.790.820.312.400.210.170.330.610.261.670.220.860.371.920.250.235.200.304.000.240.720.550.311.370.350.41

0.340.180.310.370.250.230.350.122.100.420.100.180.41

5.969.1.3

13.008.62

13.349.349.004.90

12.5916.0116.62

2.3316.9125.7512.6519.5116.1247.6417.1416.4741.4024.9816.6012.83

3.2313.6215.2916.9321.1812.63

9.958.19

11.498.87

12.0812.6316.2315.7122.30

5.0110.6918.33

5.35

0.190.130.500.350.140.090.140.420.210.280.130.550.130.100.160.120.210.100.210.140.380.170.500.100.460.090.100.060.110.08

0.140.170.130.12J.090.130.110.090.480.100.060.080.03

*******************************

************

********************************************************************************************

**

* CARACTERISTICASDE LA CUENCA 12470.5 3403.4 649.6 1140.0 0.01 13.03 0.09 ********************************************************************************************~********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 ** * # DE PUNTOS 9 ** DE RIO LACRAMARCA _, CODIGO 118 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOI",BRE *

DE A *(KM'fKM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ***

12

TANTARANLACRAMARCA

15

49

158.0527.3

2278.81344.1

277 .9125.7

25.046.0

0.250.25

9.959.53

0.160.09

**

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA, 685.3 1559.6 160.8 71.0 0.14 9.68 0.10 *****************************************************************************************************************************************************************************************

J8

28

29

30

3 2 1

31

6 5 1.

3211. 13

"7 8 9

... .QJ L.~ 33 15

21 20 19 18 17 1612

~...9dL_ 34 11 10

27I 26 25 24 23 22t

..0.33

SAN JACINTO (2.15) 35-0.5

201901 [1],... r

36 -Q..~-~

Ri~90

37 _<L6__..

38

/'-,........

/""""'- """-

EVAlU ACION DEL DIAGRAMA FLUVIAL:POTE NCIAl

HIDROELECTRICO N E PE N A 119 Fig. 22NACIONAL FlOW DIAGRAM:

J9

3

27

4

2 2~

5 29

18 19

3[.

0.5 35

2.0 21

6

16 17

7 8 9

3010 11

31

13 12

14 32

33 POCT Aa (4.3) 202002 [2J

36

37 ~ PTE. CARRETERA (4.9) 202099 [1,4J

38 _l.Q--.

24 2'526

PTE PANAM( 0.43)

202003 [3]

39

2223(

PTEo.UILLO)

202005 [5J

EVALUACION DEL DIAGRAMA flUVIAL;

PO TE N C 1 A L

HIDROELECTRICO e A s MA 1 '2 oNACIONAL FLOW DIAGRAM:

40

Fig. 2

~-" ''''-'~

7

8

9

10

3 2 1

11

-4 5 6

~_0¿3_ 12

~_01 L 13

~...9~L 14

15

,,..... ,.,.,

~-..

EV ALUACION DEL DIAGRA MA FLUVIAL:POTENCIA L

HI DROELECTRICO CULEBRAS 121 Fig. 24NACIONAL FLOW DIAGRAM:

41

********************************************************************************************

*REPRESENTACIJN

y CARACTERISTICAS DE LA CUENCA * 11DE TRAMOS 9*

* * 11DE PUNTOS 38 *

*DEL RIO NEPENA CODIGO 119

*11DE ESTACIONES HIDROMETRICAS 1

*,

********************************************************************************************

*TRAMO

*PUNTOS


*********************************** A~EA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.

**CODIGO* NOI>1BRE

*DE A *(KM*KM) (METROS) (Mt<1!ANO) (KM) (-) (%) (I/KI.1)

*********************************************************************************************

* ** 1 RIO GRANDE 1 3 142.9 3471 . 7 519.2 19.0 0.40 16.92 0.13

** 2 R IO COSt~A 4 6 59.4 2754.4 362.8 17.0 0.21 17.40 0.29

**

3 RIO LAMPAI~IN 7 9 113.9 2226.0 262.3 17.0 0.39 14.89 0.15*

*4 RIO CHUNYA 10 12 83.0 3010.1 418.7 18.0 0.26 12.47 0.22

**

5 UCHUPACANCHA 13 15 114.7 3125.5 444.1 19.0 0.32 12.62 0.17*

*6 RIO CHUMBE 16 21 203.6 2638.2 364.4 49.0 0.08 5.50 0.24

**

7 RIO LOCO 22 27 443.3 2210.8 284.1 49.0 0.18 11.25 0.11*

*8 NEPENA SUP 28 35 384.6 1681.3 195.3 48.0 0.17 14.01 0.12

**

9 NEPENA INF 35 38 339.9 440.9 42.0 30.0 0.38 3.49 0.09*

* *

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA

*11DE TRAMOS 12

*..*

11DE PUIHOS 39 ..

* DEL RIO CASMA CODIGO 120*

11DE ESTACIONES HIDROMETRICAS 3*

,

********************************************************************************************

*TRAMO

*PUNTOS

*ALTURA LLUVIA LOI~G FACTOR PEND. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FOR,'1A PROIv1. DREN.

**CODIGO* NOf<1BR E

*DE A

*(KI'l*K;.l) (¡V¡ETROS)(MM/ANO) (K~~) (-) (%) (1/K~n

********************************************************************.************************

* ** 1 PALLCA 1 2 76.6 4082.4 663.1 12.0 0.53 7.32 0.16

**

2 CHACHAN 3 5 105.7 3409.6 500.3 18.0 0.33 8.35 0.17 ..

*3 PIRA 6 9 167.0 3735.7 581.8 20.0 0.42 15:33 0.12

**

4 AKRUN 10 11 81.9 2868.2 384.8 19.0 0.23 9.68 0.23 *

*5 VICTORIA 12 13 92.1 2898.4 391.1 17.0 0.32 10.96 0.18

**

6 PUTACA 14 15 59.3 3511.2 522.6 15.0 0.26 9.87 0.25*

*7 YAUTAN 16 19 300.1 2811.5 379.9 40.0 0.19 10.57 0.13 ..

*8 SECHIN A 20 25 927.7 2330.1 309.6 53.0 0.33 12.60 0.06 ..

*9 SEBHIN g 25 26 167.0 282.0 34.1 10.0 1.67 2.42 0.06

**

10 CASMA A 27 33 480.3 2532.5 342.7 57.3 0.15 9.95 0.12 ..

*11 CA Siv1A 3 33 37 512.7 1534.1 179.8 30.5 0.55 9.81 0.06

**

12 CASiv1A C 37 39 93.4 139.8 27.0 13.5 0.51 1.76 0.14 ..

* *******************.*********************************************************~***************


*****************************************************~******************************.********

********************************************************************************************

*******************-************************************************************************


*****~*********************************************************************************************************************~****~4~4**4~~*.~****Y~~~.~~~~~*~'f~..~**********************~~

********************************************************************************************

********************************************************************************************

* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 3 *

* * 11DE PUNTOS 15 ** DEL RIO CULEBRAS , COOIGO 121 * # DE ESTACIONESHIDROMETKICAS O *********************************************************************************************

* TRM~O * PUNTOS*

ALTURA LLUVIA LONG FACTOR PEt~D. OENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. *

*COD IGO* NOt~BRE *DE A *(KM*KM) (METROS) (Mt<1!ANO) (KI,l) (-) (%) (1/KM) *

*************************************************************************************..*****

*****

123

COTA PUQUIOACRAY

CUL EBRAS

147

36

15

93.5114.5463.0

2042.51392.51584.3

232.5129.7197.7

19.020.566.0

0.260.270.11

10.167.297.85

0.200.180.14

***

*********************************************************************************************

* CARACTERISTICASDE LA CUENCA 671.0 1615.4 191.0 105.5 0.06 8.16 0.16 *********************************************************************************************

********************************************************************************************

*

47

14

15

16

1 2 3

17

18

19

20

13 12 11 10 9( P TE H UAMBA) 202202 (2J 80.5 21~---

7

~1>:.2_ 22

~...92_ 23 G 5 4

0.3-1 124 PTE. CARRETERA ( 4.8) 202 201 [1]

25

-"'" ----,- ,...-

EV ALUACION DEL DIAGRAMA FLUVIAL:POTE NCIAL

HI DROELECTRICO HUARMEY 122 Fig. 25NACIONAL FLOW DIAGRAM:

43

28

1 2 3

29. . . .4 5 6 7

30

31

. .12 11 10 9 8

_ 1.0..0_ _ 32

RINCONADA (2.6 ) 3388 0.6

202301 [1] .._.2.2.- 34

---'-16 15 14 13

35 0.5----0.5 36----

2223 \ 21 20 19 18 17

I

37 .0.5

,.....", .......,

r--,...,

I

EVALUACION DEL D IAGRA M A FLUVIAL:

POTENCIAL

HIDROELECTRICO FORT A LE ZA 1 2 3 Fig. 26NACIONAL FLOW DIAGRAM:

24

2S

26

27

44

50

51

52

53

54

55

4 3 2 1

56

12 11 10 9 87

57

6

5~

513 14 15

59

18 17 16

60

61

)J 29 r 28 27 2625 22 21 20 19

6224 23

4036 35 34 33 32 31

63

41

64

L.239 38 37

43 65 3.5

44 45 46 47 48 49

66 ALPAS ( 48.1 ) 2 02499 [1J 2J

....1: Q..._ 67

68

69

,- ---,.- "-

EV A LUACION DEL DIAGRAMA FLUVIAL:

POTE NCIA L

H IDROEL ECTRICO PATIVILCA 124 Fig. 27

NACIONAL FLOW DIAGRAM:4

* ** 1 LA MERCED 1 3 223.2 4225.4 699.5 16.0 0.87 14.87 0.07

** 2 COTAPARACO 4 8 356.0 3407.6 512.5 42.0 0.20 11.73 0.12

**

3 t4ALVAS 9 13 270.0 2834.4 395.0 35.0 0.22 17.14 0.13 **

4 HUARMEY SUP 14 24 1494.0 1947.0 258.4 94.0 0.17 9.62 0.06*

*5 HUARMEY 24 25 10.5 25.0 21.2 4.0 0.66 0.62 0.38

** *

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7*

* *# DE PUNTOS 37 *

* DEL RIO FORTALEZA , CODIGO 123 * # DE ESTACIONES HIDROMETRICAS 1*

*******..***********************************************************************************

* TRAr'IO *PUiHOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.

**CODIGO* i~O~IBRE * DE A *(KM*KI4) (METROS) (r.t4/ANO) (K~1J (-) (%) (l/KM)

*****************************************.***************************************************

* **

1 MARCA 1 3 135.3 3660.4 562.6 23.0 0.26 14.59 0.17*

* 2 HUAYLLAPAMPA 4 7 163.5 3629.4 557.2 30.0 0.18 14.06 0.18*

*3 PURISIMA 8 12 239.8 2971.8 418.7 35.0 0.20 13.10 0.15

**

4 HUANCAP AI,IP A 13 16 75.4 1279.3 123.6 25.0 0.12 7.19 0.33*

*5 JULQUILLAS 17 23 452.3 1970.6 240.6 60.0 0.13 9.26 0.13

**

6 FORTALEZA A 24 33 1095.9 2575.1 346.2 75.0 0.19 13.79 0.07*

*7 FORTALEZA a 33 37 179.5 490.5 44.5 32.0 0.18 4.77 0.18

** *

***************************4****************************************************************

* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 5 ** * # DE PUNTOS 25

** DEL RIO HUARMEY , CODIGO 122 * # DE ESTACIONESHIDROMETRICAS 1

*********************************************************************************************

*TRAMO

*PUNTOS


**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *

*CODIGü* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*

********************************************************************************************

********************************************************************************************


********************************************************************************************444~.~4*~~4~~Y~.~"V"'."UU~4.*****************************************************************

*********************************.**********************************************************

********************************************************************************************

*CARACTERISTICAS DE LA CUENCA 2341.7 2433.8 330.2 280.0 0.03 11.21 0.12 *

********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA*

# DE TRAMOS 14*

* * # DE PUNTOS 70 ** DEL RIO PATIVILCA , CODIGO 124 * # DE ESTACIONES HIDROMETRICAS. 1**************************************************************************************;******

* TRAMO *PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (_) (%). (~~~:; *******************************************************************************************..****************

123456789

1011121314

QUERCACHINLLM1ACYANAYACOHUA~~PAY

PUMARINRICUCHICHACARAPAYGORGORGUERRORAGRALLATOOCROSPATIVILCASUPPATIVILCAINF

158

1316192326313740445066

47

121518222530363943496670

249.2135. o143.9103.5

78.4182.4167. o368.3559.0

33.4153.0318.0

1412.7944.6

4115.34531.84124.83416.64155.34444.83851.03892.43702.32526.53280.33595.23239.0

818.9

685.6804.5690.0510.3702.8779.3615.3646.9586.1335.7488.2585.4486.1

83.2

25.022.029.019. o16. o30.023.038.045.023.027 .050.0

132. o35.0

0.400.280.170.300.310.200.320.260.280.160.220.130.080.77

11.46, 5.919.58

12.0616.29

7.1810.8017. 4811.87

9.919.05

10.4613.08

8.75

0.100.160.200.180.200.16O. J 40.100.080.280.170.160.090.04

*

*****~~..

******

****** *************************************************************************************** CA ACTERISTICAS DE LA CUENCA 4903.4 3077.6 480.1 514.0 0.02 11.86 o 10

****** ********************************************4**********************************;***************************-**-*******************************************************************

46

1.

5

~7

8

3 2 1

__ .Q.~5_ 9

.,¡¡ O. 6 10

_ .1..0__ 11

I 1'2 P A NDO (1. 4 ) 202599 [1, 2J

13

14

,.... ,...,...",- .-.-


HI DROELECTRICO S U PE 125 Fig.28NACIONAL FLOW DIAGRAM:

47

33

SURASAC A (0.83) 34202601 [1]

35 +-9..:.~_ DE CUENCA DEL RIO PAMPA S

36 2. PATON (1.(,)

202605 esJ

(OYON) 37 3202603 [3J

7 6 5 4

38 8

399 COCHAQUILLO (0,66)

202606 [6J

40 10

16 15 14 13 12 11

41( CHECRAS PICOY)

202607 [7J

42

43 1.8

17 18 19 20

A LCO (30.1) 44

202699 [8, 13J

(SAYA N I l.5

202611 [11]46 202610 [10J

32 31 30 28 27 26 25

( CAS A BLANCA)sAYAN CHICO ( 2.2) 24

47202612 [12J

202609 (9J 231.0

48

22

1.0 49

21

1.0 50

51

,.... ""---- ......

EVALUACION DEL DIAGRAMA FLUV IAL:

POT ENCIALHIDROELECTRICO H U A U R A 1 26

48 NACIONAL FLOW DIAGRAM:

Fig. 29

19

20

21

22

" 3 2 1

5 23

G 24

7 8 9 10

25

14 13 12 11

26 O.L

15 16 17 18

27 l. SANTODOMIN GO ( 17.7)202701 [I,2J

28

29

..r- "-J- "-

EV ALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL

H ID R OE LECTRICO CHANCAY y HUARAL 127 Fig. 30NACIONAL FLOW DIAGRAM:

49

**************************************************************************.*****************


*# DE TRAt-10S 14

** *

# DE PUNTOS 51*

*DEL RIO HUAURA CODIGO 126

* # DE ESTACIONES HIDROMETRICAS 6 *,

*********************.*.********************************************************************

*T..AMO

*PUNTOS * ALTlfRA LLUVIA LONG FACTOR PEND. DENSIDAD


**C0DIGO* NOMBRE*

DE A *(KM*KM) (METROS) (Mt-1/ANO) (Kr~) (- ) (%) (l/KM)*

******************.**.***.******..***********************************.**********************

* **

1 PATON SUPER. 1 2 40.6 4700.7 1100.3 4.0 2.54 26.55 0.10*

*2 PATON INFER. 2 3 36.6 4618.0 1059.0 5.0 1.46 19.36 0.14

**

3 PANPAHUAY 4 7 119.1 4469.3 999.1 19.O 0.33 12.30 0.16*

*4 COCHAQUILLOS 8 9 30.8 4780.4 1140.2 7.0 0.63 12.29 0.23

**

5 COCHAQUILLOI 9 10 60.1 4482.0 992.8 7.0 1.23 14.53 0.12*

*6 CHECRAS SUPo 11 16 688.6 4283.6 919.0 50.0 0.28 12.77 0.07 *

* 7 YARUCAYA 17 20 242.3 3916.4 783.9 32.0 0.24 16.49 0.13*

* 8 IHUARI 21 24 151.8 3506.6 644.5 27.O 0.21 12.10 0.18*

* 9 HUANANQUE SU 25 31 699.8 2771 .5 479.2 50.0 0.28 14.88 0.07*

*10 HUANANQUE IN 31 32 37.5 1055.O 92 .1 1.O *37. 39.00 0.03

**

11 HUAURA A 33 34 51.6 4883.4 1191.7 12.O 0.36 6.45 0.23*

*12 HUAURA B 34 44 1160.3 3866.0 778.9 81.O 0.18 16.96 0.07

**

13 HUAURA C 44 45 182.9 1925.0 218.0 14.O 0.93 8.86 0.08*

* 14 HUAURA D 45 51 981.2 933.8 92.3 51.O 0.38 6.11 0.05*

* *

* **

1 BANOS 1 3 274.4 4650.1 883.0 24.0 0.48 13.01 0.09*

*2 QUIMAN 4 6 136.1 4482.0 837.5 22.0 0.28 14.45 0.16 *

* 3 CARAC 7 10 158.7 3912.7 666.4 29.0 0.19 13.22 0.18 **

4 ANASMAYO 11 14 204.8 3407.1 527.1 26.0 0.30 14.07 0.13*

*5 HUATAYO 15 18 133.7 3305.9 505.3 31.0 0.14 12.80 0.23

**

6 CHANCA Y A 19 27 923.8 3589.2 594.8 72.0 0.18 16.41 0.08*

*7 CHANCAY B 27 29 1550.6 1321.9 128.9 39.0 1.02 4.94 0.03

*

********************************************************************************************

* REPRESENTACION y CARACTERISTICASDE LA CUENCA * # DE TRAMOS 3 *

* * # DE PUIHOS 14*

*DEL RIO SUPE , CODIGO 125


********************************************************************************************** TRAMO * PUNTOS

*AlTURA LLUVIA LONG FACTOR PEND. DENSIDAD

***********************************

AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*K~I)(METROS) (MI.,,/ANO)(K~1) (-) (%) (l/KM) *********************************************************************************************

* ****

123

AYNACASUPESUPERIOR

SUPE INFERIOR

1412

31214

212.5750.3115.2

3187.32167.5259.7

462.6297.935.6

23.076.015.0

0.40Oe130.51

13.859.412.66

0.110.100.13

***

* **********************************************************************************************

CARACTERISTICASDE LA CUENCA 1078.02164.7 302.3 114.0 0.08 9.42 0.11 *********************************************************************************************

********************************************************************************************

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4483.2 3061 .4 591.6 360.0 0.03 13.30 0.08

******.**********************..********.*******************.*****************************************************************************************************************************

************..**.**************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7 ** * # DE PUNTOS 29

**

DEL RIO CHANCAY , CODIGO 127, * # DE ESTACIONES rilOROMETRICAS 1*

*************************************************************~******************************

*TRAMO

*PUNTOS

*ALTURA LLUV I A LONG F ACTü¡~ PENO. OENS I DAD

***********************************

AREA PROMEDIA PROMEDIA RIOS FuRMA PROM. DREN. **COD I GO* NOM3RE * DE A

*(KM*K~I) (',1ETROS) (Mr~/ ANO) (K~l) (-) (%) ( l/KM)

********************************************************************~*******~****************

**

********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 3382.1 2664.7 410.1 243.0 0.06 12.96. 0.07*

********************************************************************************************

********************************************************************************************

11.

15

16

1117 PAR L AC A N e HA ( 2.5 )202801 [1]

18

1 2

1119 OBRADILLO ('--9

) 202802 [2]

20

3 4 S

21

22

6 7 8

[] 23 ( LLlPAT A ) 202803 [3]

+-Q.;~- 24

1213 I 11 10 9

I

0.7 1 2 S

~O.5

L( LARANCOC HA) 202 804 [1.]

PTE. MAGDALENA (9.5) I 26

202899 [5,6]

27

28

29

30

( DE 5EMBOCA~URA) ] 31202807[7]

32

-- -----""'--

EVALUACION DEL D I A GR A M A FL U V I AL:

POTENCIAL

HI DROELECTRICO e H ILLON 128 Fig. 31NACIONAL FLOW DIAGRAM:

51

16

CUENCA DEL RfO CENTRAL 39MANTARO HUINCO

11 127.l. ),22

3.8 1,022

19 21 23 25 27 282015

(MILLOC) (SHEQUE) AUTlSH A (.3.4) 1,1 CHOSICA (31.7)202902[2J 202901 [1] 202903[3] 202999 [9, 10,11,12,11,]

141,2

29

30

BLANCO(3.1I31 202904[4]

1,

6 5 1 3 2

1 YURACMAYO(2.6)2.01 202908 [8]iI

SAN MATEO (12.0)

202905 [5]

8 7

32

CENTRAL

MATUCANA--- -~

~-------..

(TAMBORAQUE)

31, 202907 [7]

359.5

CENTRALCALLAHUANCA 36 SURCO (15.5)

202917 [16]9.5

37

38

EVA LUACION DELPOT ENCIAL

H IDROELECT R f CO

NACIONAL

OlA GRAMA FLUVIAL

R I M A e 129 Fig. 32

52 FLOW DIAGRAM

9

10

11

3 2 t

SAN DAMIAN ( 4.2) I 112203001 [1]

13 _'-0_.....

8 7 6 S ":1.0( CRUZ DE LAYA) ..J..9 14

...

203004 (1,]

+_'-.0_ t S

ANTAPUCRO ( 4.0) I 116203003 [3]

- 0.5r17 (CHACRA ALTA) 203002 [2]

L

lB

MANC HAY ( 4. S ) I .19

20300 S (S]

20 (DESEMBOCADURA) 2 O 30 O 6 (El]

21

~--.../'"' r-

E V A LUACION DEL DIAGRAMA FLUVIAL:POTENCIAL

L U RI NHI DROELECTRICO 130 Fig. 33NACIONAL F LOW DIAGR AM :

53

* **

1 TAQUIA 1 3 122.9 4491.8 700.1 23.0 0.23 11.03 0.19*

*2 CANCHAHUARA 4 8 174.7 3840.2 594.7 37.0 0.13 8.61 0.21

**

3 LURIN 1 9 12 145.6 4281.3 668.1 26.0 0.22 11.03 0.18*

*4 LURIN 2 12 16 477.5 2859.8 379.0 33.0 0.44 16.88 0.07

**

5 LURIN 3 16 19 522.7 1278.8 89.3 35.0 0.43 7.49 0.07*

*6 LURIN 4 19 21 157.0 317.6 39.5 12.0 1.09 2.64 0.08

** *

*****4***************************.***********~*********************************************** REPRESENT~CION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 ** * # DE PUNTOS 32

**

DEL RIO CHILLON , CODIGO 128 * # DE ESTACIONES HIDROMETRICAS 3 ********************************************************************************************** TRAMO

*PUNTOS

*AlTURA LLUVIA LONG FACTOR PENO. DENSIDAD

***********************************

AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NO~18RE *


********************************************************************************************

* **********

12345678

YAMECOTO

Q8A HUAUCHO

Q!3A UCANAN

QUISQUICHACA

CHILLON ACHILLON BCHILLON CCHILLON D

136914171926

2581317192632

53.759.562.4402.6201.756.0371.61114.1

4486.54198.83085.63748.94536.73781.22759.21278.0

845.5757.2430.4619.8854.1630.0351.8126.1

12.015.019.041.025.010.038.051.0

0.370.260.170.240.320.560.260.43

11.5112.5811.7515.639.0318.1520.298.67

0.220.250.300.100.120.180.100.05

********************************************************************************************

* CARACTERISTICASDE LA CUENCA 2321.6 2484.7 364.2 211.0 0.05 13.32 0.09 *********************************************************************************************

********************************************************************************************

*********

********************************************************************************************* REPRESENTACION


# DE TRAMOS 13*

* * # DE PUNTOS 48*

* DEL RIO RIMAC , CODIGO 129 * # DE ESTACIONES HIDROMETRICAS 6 ********************************************************************************************** TRAMO

*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *******************************************-***************************************************************

12345678910111213

RIO BLANCO 1RIO BLANCO 2RIO BLANCO 3RIO PARACCANCHACALLARIO SUNCHAORCOBAf-lBA

S EULALIA AS EULALIA aRIMAC AR I ~IAC BRIMAC CRIMAC D

1357

101316192529323641

3569121518252832364148

89.3122.734.4129.886.363.4152.4460.3280.2194.3166.5408.3945.9

4927.74776.04196.04291.23406.84697. 94507.64450.73102.54516.53850.12973.31306.9

944.1910.7753.8787.1513.3893.5844.8829.8442.6346.8652.0430.9127.0

12.O20.01.O

20.021.O20.019.O36.023.022.019.O32.053.0

0.620.31*34.0.320.200.16Q.420.360.530.40,0.460.400.34

6.309.34

62.607.8118.069.0612.2520.1921.0710.6122.2221.247.78

0.130.160.030.150.240.320.120.080.080.110.110.080.06

**************

* ************~********************************************************************************* CARACTERISTICAS DE LA CUENCA 3133.8 3156.9 519.9 298.0 0.04 14.21 0.10 ***********************************************************************************************************************************************************************************-*****

54

************************--*******.**********************************************************

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 6 ** *# DE PUNTOS 21 ** DEL RIO LURIN , CODIGO 130 * # DE ESTACIONES HIDRa-lETRICAS 3 ***********-*********************************************************************************

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PR~4. DREN. **COOIGO* NOM3RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/K~1J *********************************************************************************************

********************************************************************************************


*************************************************..*****-***********************************

********************************************************************************************

S

6

7

8

9

1 2 3 4

10

11

12

13

........---

EVA LUACION DEL DIAGRAMA FLUVIAL:

POTE NCIALHIDROELECTRICO CHILCA 131 Fig. 34

NAC IONAL FLOW DIAGRAM~56

16

17

1<&

0.33 19

0.33 20

4

10.333 2 1

21

7 & 5

22

t1098

23

15 1'- 13 12 11

24

25

26

27

LA CAPILLA (16.3) II 28

203199 [1,2]

29

30

31

---- --.-./' r--


H 1DRQELECTRICO MALA 132 Fig. 35NACIONAL FLOW DIAGRAM:

56

5

6

7

~43 2 1

9

10

11

12

'" r--r- "-

EVA LUACION DEL DIAGRAMA FLUVIAL:POTENCIAL

H I DROELECTRICO OMAS 1 3 3 Fig. 36

NACIONAL FLOW DIAGRAM :57

* **

1 ACACACHE 1 4 218.3 4307.7 671. O 30.0 0.24 8.71 0.14*

* 2 TANTARA 5 7 146.5 4133.7 651 .5 23.0 0.28 11.27 0.16*

*3 SANJOAQU JN 8 10 222.0 3736.0 583.9 20.0 0.55 14.15 0.09

**

4 AYAVIRI 11 15 348.4 3882.4 585.4 36.0 0.27 14.02 0.10*

*5 MALA SUPERIO 16 28 1182.7 3003.4 405.7 98.0 0.12 14.36 0.08

** 6 MALA INFERIO 28 31 404.0 699.0 53.3 29.0 0.48 6.79 0.07 ** *

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 *

* * # DE PUNTOS 13 *

*DEL RIO CHILCA , CODIGO 131 * # DE ESTACIONES HIDROMETRICAS O *

********************************************************************************************

*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MJ>1/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

****

12

CUCULICH I L CA

15

413

281.3516.6

1919.51409.5

188.5160.7

32.064.0

0.270.13

10.717.76

0.110.12 *

*

*********************************************************************************************


****************************************************************************************************************************************************************************************

*

***********************************************************vv******************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA

*# DE TRAMOS 6

** * # DE PUNTOS 31

** DEL RIO MALA , CODIGO 132 * U DE ESTACIONES HIDROMETRICAS 1 *******************.******.******************************************************************

*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD

*********************************** AREA PROMEDIA PROMEDJA RIOS FOR¡~A PROM. OREN. **CODIGO* NOJ>1BRE *

DE A *(KM*KM) (METROS) (MM/ANO) (Kr>1) (-) (%) (1!KI>1) *********************************************************************************************

*******.***********.*****.******.************************************************************* CARACTERISTICAS DE LA CUENCA 2521.9 2998.7 427.0 236.0 0.05 12.34 0.09 **********************************************.******************************************************************************************************************************************

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2

** * 11DE PUNTOS 12

** DEL RIO OMAS , CODIGO 133 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************.

*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (K~1) (-) (%) (l/KM) ********************************************************************************************** ** 1 GUAYABO 1 4 221.6 3203.7 456.2 29.0 0.26 13.27 0.13 ** 2 OMAS 5 12 1519.8 1483.4 149.0 72.0 0.29 10.04 0.05 ** ********************************************************v*****v*****v************************


****v*~**********************************************************************************************************************************************************************************

58

46

47

48

49

SO

51

52

1 2 3

53

7 6 5 4

54

10 9 8

55

56

-15 14 13 12 11

57

58

59

18 17 16

60

EVA LUAC ION DEL DIAGRAMA FLUVIAL:

POTENCIAL - (1/2) Fig. 37CANETE 134HIDROELECTRICO


I119 I

I! I+20 II¡

t21

22 23 24 2S

6'

62

63

29 28 27 26

64 32 3' 3(1

r39 38 39 36 .35 34 33

6S

. Q . . .4S 44 43 42 41 40

66 .----l:~

67 1.1

68

691.TOMA IMPERIAL (S4.8) 203399 [1,2J

70

\.r- ---

t EVALUACION DEL DIAGRAMA\ FLUV IAL:i POTENCIAL -

HIDROELECTRICOCANETE 1 3 4 ( 2/2 ) Fig. 38

NAC IONAL FLOW DIAGRAM60

1

2

3

4

5

6

7

'''- -"",,-

EV A WACION DEL DIAGRAMA FLUVIAL;POTENCIAL

H I DROElECTRICO TOPARA 135 Fig. 39

NACIONAL FlOW DI A GRAM :6

1.0 24

~25

26

1 2

27

3 4 5

28 6

1.0 29~--- 7

1.030 8~--.....

31 913T 12 11 10

1.0i,1.0

~--- 32

1.0 33+- --.....

1.0 34~---

0.5 35~---16 18

14 15 r 11 i 19I

.1.0 +1.036

23

20 21 22 ~I

11.0't C O NTA ( 19.6 )

37203501[1]

38

39


POTENCIAL

HIOROELECTRICO SAN JUAN 136 Fig. 40NACIONAL FLOW DIAGRAM:

62

. REPRESENTACION y CARACTER1ST I CAS DE LA CUENCA . # DE TRAr~OS 8 -

. . # DE PUNTOS 39 *. DEL RIO SAN JUAN CODIGO 136 - # DE ESTACIONES HIDROMETRICAS 1 ..******************-*************************************************************************. TRAMO " PUNTOS . ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD -********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. .-CODIGü. NO~~(3RE - DE A -(KM.KM) (METROS) (~1I~/ ANO) (KM) (- ) (% ) (l/KM) -********************************************************************************************. .

* 1 HUICHINGA 1 2 83.0 4521 .2 703.0 14. O 0.42 4.69 0.17 -

*2 COLLACAMBA 3 5 321 .3 4175.9 660.7 24.0 0.56 4.45 0.07 -. 3 ARr~A 6 9 340.1 4084.7 649.4 30.0 0.38 10.98 0.09 .

* 4 HUACHOS 10 13 180.7 3657.3 581.6 25.5 0.28 11 .73 0.14 .. 5 OYOQUE 14 19 401.2 3157.1 462.5 50.0 0.16 10.30 0.12 .- 6 ALMACEN 20 23 374.3 2641. O 343.6 30.0 0.42 11.09 0.08

*. 7 SNJUAN SUPER 24 37 2824.0 2555.7 331.7 113. O 0.22 11.52 0.04 .. 8 SNJUAN INFER 37 39 808.3 554.8 46.6 24.0 1.40 3.99 0.03 -. -

4*******************************************************************************************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 13 *

* *# DE PUNTOS 70 *

* DEL RIO CANETE . CODIGO 134 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************

· TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.

*****.*******.*.*****.**.*.****.** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN..*C0DIGU* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).********************************************************************************************

****..*****.

***

123456789

10111213

,V1IRAFLORESAL I SLARAOSHUANTAI~PAiv1PASQUICCHAAUCAMPITUPEPAL UCHECACRAHUANGASCARCAt~ETE 2CANETE 1

148

11161922263033404669

37

1015182125293239456970

111 .2437.2185.2404.1133.4

98.6224.8232.7

96.7517. O516.9

2847.5174.2

4661.54527.24563.74518.94319.44286.24018.34045.34381 .74128.13879.93201.3

580.0

722.6703.8709.5703.7678.1674.4631.5617.5686.7633.3605.2447.647.4

15.O32.024.036.020.019.O34.033.020.063.045.0197.O25.0

0.490.430.320.310.330.270.190.210.240.130.260.070.28

13.679.289.69

10.8916.75

9.6611 .0713.1513.07

9.3312.6412.122.32

0.130.070.130.090.150.190.150.140.210.120.090.070.14

.

**-

***.

-.

-.

-

*.

********************************************************************************************. CARACTERISTICAS DE LA CUENCA 5981 .5 3644.6 541 .2 563.0 0.02 11 .22 0.09 *****************************************************************************************************************************************************************************************

********************************************************************************************· REPRESENTACION y CARACTERISTICAS DE LA CUENCA · # DE TRAMOS 1 -

* - # DE PUNTOS 7 ·· DEL RIO TOPARA . CODIGO 135 - # DE ESTACIONES HIDROMETRICAS O ·********************************************************************************************· TRAMO * PUNTOS ·********************************** AREA-CODIGO. NOMaRE - DE A .(KM-KM)

ALTURA LLUVIAPROMEDIA PROMEDIA(METROS) (MM/ANO)

LONGRIOS(KM)

FACTORFORMA

(-)

PEND.PROI~ .

(% )

DENSIDAD ·DREN. ·(1/KM) ·

********************************************************************************************

*-*

TOPARA 7 489.4 1992.9 216.3 60.0 0.14 11 .43 0.12

.--

********************************************************************************************· CARACTERISTICAS DE LA CUENCA 489.4 1992.9 216.3 60.0 0.14 11 .43 0.12 -****************************************************************************************************************************************************************************************

********************************************************************************************

********************************************************************************************· CARACTERISTICAS DE LA CUENCA 5332.9 2566.7 353.5 310.5 0.06 9.81 0.06 *****************************************************************************************************************************************************************************************

22

23

2/.

, ,

25

26

27

28

29

8 7

30

31

21 20

32

O.S33

LETRAYOC ( 25,6 ) Ji.

203601 [1J2.0

~-- 3S

2.036+- --

2.0 374---

2.0 38+---

2.0 39--

6 5 4

10 9

11

1419 18 17 16 15

13

12

DIAGRAMA FLUVIAL

64

EV ALUACION DEL

POTENCIAL

'HIDROElECTRICO

NAC lONA l FlOW DIAGRAM:

PI se o 137 Fig. 4 1

17

18

19

20

21

11

riego 0.522

12 13 14 15

23

24

25

26

27

28

29

30

31

32

........~

/'-' ----

2

3

4

S

10 9 6 1 6

CUENCA DEL RIO

PAMPAS

LAGUNA

ORCOCOCHA

LAGUNA

CHOCLO COCHA

LAGUNA PARIONACOCHA

TUNEL CERO

- ---------- ------------

EVA LUACION DEL

POTENCIAL¡...¡

lORO EL ECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

I e A 138FLO W D lAG R AM :

(PARIONA) 203707 [4]

HUAMANI (12.55)203799 [1,2J

Fig. 42

65

0.4 . . . . . .8 7 6 '3 4 3 2 1

lA0.4: lA PENA \ 1.2, ) 203804 [4J

2221

PTE. CARRETERA (7.64)

203802 [2]

35

36

37

38

39ORONGO(0.35)

203801 [1]'1II 1.2I

~0.25

113

114

115

~16

117

118

119

120

122

123MOYAQUE(0.6)203903[3J t

9

124

23 20

-+ 0.3 -II

125

34 33 32 31 30 29

SUR CUNA (2.20) (MURO) 203812 [12Ji26

203805 [5]

EVAlUACION DEL DIAGRAMA FlUV [Al:

66.

POTENCIAL

HIDROElECTRICO

NAC ¡ ONAl FlOW

GRANDE

DIAGRAM :

139

18

12

17

11

161)

28 27

( 1/2)

26

1'3

.25

Fig.

24

43

127

111 110

128

129

130

131

,.." "'-,....

50C0510.01,)203806 [6]

58

57 56 SS 54 5359

60 0.2

107 106 105 101,52

TRANCAS 1 0.1,7)

203811[11]

EVALUAC ION DEL

POTENCIAL

HIDROELECTRICO

NACIONAL

..,.-- 89( 0.1)

90 75

74 73

88 87 86 85 83 8284

DIAGRAMA FLUVIAL

FLOW DIAGRAM

GRANDE 139 ( 2/2 )

102

101

100

99

98

97

Fig. 44

67

* ** 1 LUICrlU 1 3 229.9 4603.0 812.4 20.0 0.57 4.32 0.09

** 2 SANTUAR I'J 4 8 484.4 4096.7 703.0 42.0 0.27 10.49 0.09

**

3 SACSAQUERú 9 11 214.O 4116.2 729.7 23.O 0.40 5.83 0.11 **

4 SANQUINIYOP 12 14 129.2 3831 .1 660.6 20.0 0.32 10.65 0.15*

*5 HUA YT ARA 15 21 556.7 3555.6 549.4 65.0 0.13 9.26 0.12

**

6 PISCO SUPERI 22 34 1879.9 3028.2 425.2 128.O 0.11 9.53 0.07*

*7 PISCO I ¡.F ER I 34 39 560.0 484.4 35.4 51.O 0.22 2.58 0.09

** *

*TKAMU * PUNTOS


********************************** AREA PRor~ED IA PRO¡,IED IA RIOS FORMA PROM. DREN. **CODIGO* N 0(.113 R E*

DE A *(KM*KM) (METROS) (Mt.l/ ANO) (KM) (- ) (% ) (l/KM) **************************************************-******************************************

* **

1 OLAYA 1 5 317.9 3799.6 647.2 37.0 0.23 6.95 0.12*

*2 SANTIAGO 6 11 476.5 3414.7 521.O 54.0 0.16 6.63 0.11

**

3 TAf>1i31LLOS 12 15 224.5 2830.1 347.6 32.0 0.22 10.26 0.14*

* 4 ICA SUPERIOR 16 23 754.1 3214.1 469.3 74.0 0.14 9.28 0.10 ** 5 ICA INFERIOR 23 32 5592.6 1259.1 82.2 142.O 0.28. 5.56 0.03

** *

********************************************************************************************

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 7 *

**, DE PUNTOS 39

** DEL RIO PISCO , CúDIGO 137 *, DE ESTACIONESHIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS

*ALTURA LLUVIA LONG FACTOR PEND. DENSfDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NUM8RE *

DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) ***********~**********************************************************************************

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4054.1 3049.2 467.7 349.0 0.03 8.10 0.09

***********************************************************************4****************************************************************************************************************** REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5*

**, DE PUNTOS 32 *

* DEL RIO ICA , CODIGO 138 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************


*********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 23*

* *, DE PUNTOS 131** i:lELRIO GRANDE , CODIGO 139

* # DE ESTACIONES HIDROMETRICAS: 11*******~*************************************************************************************

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *******0*************************** AREA PROMtDIA PROMEDIA RJOS FORMA PRUM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) *******,,**************************************************************************************

1* 2* 3* 4* 5

* 6* 7* 8* 9* 10* 11

*12

* 13* 14* 15* 16

*17

*18

* 19* 20

*21

* 22* 23

*

PALPA SUPERPALPA INFEROCANAVIZCA SUPERVIZCA INFERINGENIO MEDINGENIO INFSTA CRUZ SUPSTA CRUZ INFTR BLANCAS STR BLANCAS ISOCO S SUPERSOCOS INFERGUANILLO SUPGUANILLO INFCARRIZAL SUPCARRIZAL INFTRANCA SUPERTRANCA INFERNAZCA SUPERNAZCA INFERGRANDE SUPERGRANDE INFER

18101522243335424551535861667077829097104112122

891422233334424451525860666977819096104111122131

549.817.O

219.1635.615.9

1624.6104.7418.3169.6356.229.0108.061.8

223.0278.6304.6112.9487.5816.4466.8857.61861.9803.6

2725.0328.0

3089.12680.0322.0

2642.4400.0

2139.6404.4

2952.9821. O

2652.1722.0

3365.2705.8

2466.4388.5

2804.2717.1

3023. O984.6

2992 .1481 .4

397.936.4

430.4369.5

36.1355.040.0

249.640.2

399.561.O

348.456.1

503.958.1

315.439.4

392.455.9

430.176.8

430.044.1

66.09.0

32.068.08.0

87.010.O62.023.057.010.O44.018.O57.050.0

.67.O35.081.O50.065.056.0101.O73 .0

0.130.210.210.140.250.211.050.110.320.110.290.060.190.070.110.070.090.070.330.110.270.180.15

8.050.689.048.650.7711.321.906.271.688.791.915.791.575.151.485.810.425.513.798.174.749.833.16

0.120.530.150.110.500.050.100.150.140.160.340.410.290.260.180.220.310.170.060.140.070.050.09

*********************************************************************************************************************

* CARACTERISTICAS DE LA CUENCA 10522.5 2138.5 284.6 1129.0 0.00 6.27 0.11*************************************************~*******************************************

********************************************************************************************

68

24

2S

26

27

2 3

28

" 5 6

29 CCECHAPAMPA ( 3.0 ) 203902 [2J

PALCACHACRA ( 7.8 ) 11 109 8 7

203901 [1] 30

15 16 17 18 19 20 21 22 2314

31

1332

12

33

34

35

2.036~-

2.0 37~-

2.0 38.e- -

1.739

BELLA UNJON ( 14.9 ) 40203903 [3J

41

42

EV A LUACION DEL

POTENCIAL

H IDROELECTRICO

NAC IONAL

DIAGRAMA FLUVIAL;

A e A R I 140 Fig. 45

FLOW DIAGRAM :

22

23

24

25

26

27

28

29

30

31

32

33

2 3 4 5 6 7

34

El MOLINO (10.0) 35[1] 204001

36

8 9 10 11 12 13 14

37

1.2 38

21 20 19 18 17 16 lS

JAQUI (10.4) 39[2] 204 002

40

41

42

70

EVALUACION DEL

P OT ENCIAL

H IDROEL ECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

y AUCA 141

FLOW DIAGRAM

Fig. l.6

'2

13

1" 1

lS 2

16 3

7 6 S "17

8 9 10 11

18

19

20

,.... r---- ,.....


POTENCIA LH IDROEL ECTR ICO CHALA 1 4 2 Fig. 47

NACIONAL FLOW OIA"GRAM:71

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA*

11DE TRAMOS 6 *

* *# DE PUIHOS 42 *

*DEL RIO YAUCA CODIGO 141

*iIDE ESTACIONES rllDROMETRICAS 2

*,

********************************************************************************************

*TRAMO

*PUNTOS

*ALTURA LLUVIA LONG FACNR PEND. DENSIDAD

*********************************** AREA PROMEOIA PRO~EDIA I~IOS FORMA PROM. OREN. **CUDIGO* NO~,1BRE

*DE A *(KM*KM) U-1ETROS) (1.1t4/ ANO) (K~1) (-) (%) ( l/KM) *

*********************~********************************************.*************************

* **

1 PARAR¡AAYO 1 7 600.9 3296.7 483.6 55.0 0.20 7.89 0.09*

* 2 LANGUIRE 8 14 520.2 2841.7 378.4 62.0 0.14 7.62 0.12*

*3 ACAVILLE 15 21 679.3 2606.0 326.9 63.6 0.17 8.80 0.09 *

*4 YAUCA A 22 35 1982.2 3247.2 480.7 125.0 0.13 10.67 0.06

**

5 YAUCA B 35 39 292.9 1625.9 146.3 27.0 0.40 17.73 0.09*

*6 YAUCA C 39 42 513.6 995.7 77.2 25.0 0.82 10.56 0.05 *

* *

********************************************************************************************

*KEPRESENTACION y CARACTERISTICAS DE LA CUENCA

*# DE. TRA~10S 9 *

* * 11 DE PUNTOS 42*

* DEL Rlú ACARI , CODIGO 140 * 11 DE ESTACIONES HIDROMETRICAS 3 ********************************************************************************************** TRAMO * PUNTOS *

ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CUOIGú* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)

*********************************************************************************************

******

123456789

YAURlrlUIRIJOCrlANGAYSNPEDRO SUPoSNPEDRO I;\JF.CrlONTAY

IRURO AIRURO BACARI AACARI B

*****

14791215202440

369111420234042

4170.33870.54262.13517.73952.74097.53643.72502.6360.7

671. 1623.3686.7541 .6639.6662.1575.8320.338.0

20.023.020.018.O17.O43.O27.O146.O25.0

0.280.510.410.230.850.260.460.100.26

5.117.923.726.985.555.1610.9112.231.90

*0.180.090.120.240.070.090.080.070.15

**********

110.6268.9166.074.4

247.0487.1333.9

2229.9164.O

*********************************************************************************************

CARACTEKISTICAS DE LA CUENCA 4081.8 3013.3 438.4 339.0 0.04

,

" ""--"...,,, .." "'.,..

'"",...""..,

8.64 0.08*

********************************************************************************************

********************************************************************************************

********************************************************************************************


*********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 4 ** * # DE PUNTOS 20 ** DEL RIO CHALA , CODIGO 142

*11DE ESTACIONES HIDRO~'ETRICAS: O *

********************************************************************************************* TRAeIO

*PUNTOS


*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOi.It3RE

*DE A *(K~4*KM)(METROS) (MW ANO) (Kr4) (-) (%) (l/KM)

*************************************************************************************************

*

1234

HUICHOHUANUHUANU

SAN ANDRES

CHALA

*

148

12

37

1120

88.7181.2268.0746.1

3316.23061.62383.71572.3

447.1385.4253.8164.8

22.030.034.075.0

0.180.200.230.13

11.1413.42

8.846.56

0.250.170.130.10

*

****************************************************************~********************************

* CARACTERISTICASDE LA CUENCA 1284.0 2072.3 234.0 161.0 0.05 8.95 0.13 *~********************************************************************************************

*************************4******************************************************************

72

8

9

10

1 1

J Z 1

12

1. 5 & 7

13

11.

1S

1&

17

18

.......-~- -


CHAPARRA 143 Fig. 48H IDROELECTRI CO

NACIONAL FLOW DIAGRAM :- 73

9

10 .11

12

13

1 2 3 4

14

15

16

"17

I5 6 7

~1~

.--...,.. r--

EVALUACION DEL DI A GR A M A FLUVIAL:POTENC lA L

HIDROELECTR ICO AT leo 144 Fig. 1.9NACIONAL FI. ow DIAGRAM:

------74

--- .-,-

,

9

lO

11

12

13

14

4 3 2 1

15

16

8 7 6 5

17

18

19

20

21

22

23

24

,...,-...... --

EV ALUACION DEL DIAGRAMA FLUVIAL:

POTENCIAL

HIDROELECTRICO CARAVELI 145 Fig. 50NACIONAL FLOW DIAGRAM:

75

"" 1

" 2

" 3

"

"408.9 20.0 0.21 5.16 0.24 "540.0 30.0 0.31 8.06 0.11 "268.7 91.0 0.12 11.26 0.09 "

"

" "" 1 HUINLLO 1 4 309.5 2915.3 343.7 .32.0 0.30 7.22 0.10 "" 2 BANDURRIAS 5 8 104.0 1585.9 118.8 29.0 0.12 4.48 0.28 "" 3 ATICO 9 18 1011.5 2098.9 200.9 90.0 0.12 7.96 0.09 "" "

" "" 1 GRND OCORURO 1 4 130.9 3278.9 424.3 28.0 0.17 4.01 0.21 "" 2 CHUICANE 5 8 204.7 2937.5 351.3 28.0 0.26 7.96 0.14 "" 3 CARAVEL I 9 24 1673.2 2404.6 267.7 140.0 0.09 6.77 0.08 "" "

*****************************************************************************************.*,

" REPRESENTACIONy CARACTERISTICASDE LA CUENCA " # DETRAMOS "" "11 DE PUNTOS 13 ""

DEL RIO CHAPARRA ,CODIGO 143 "# DE ESTACIONES HIDROMETRICAS O "********************~**********************************************************************4

" TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"

""""""""""""""""""""""""""""""""""AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN."

"CODIGO" NOM3RE "DE A "(KM"KM) (METROS) (~/ANO) (KM) (-) (%) (l/KM)"********************************************************************************************

VIUCOPUl CUTOCHAPARRA

148

37

18

82.5281.5

1022.9

3211.43733.02478.0

********************************************************************************************

" CARACTERISTICAS DE LA CUENCA 1386.9 2776.3 332.1 141.0 0.07 9.71 0.10 "********************************************************************************************

****************************************************.***************************************

" RE~RESENTACION y CARACTERISTICAS DE LA CUENCA " 11 DE TRAMOS 3 "" "# DE PUNTOS 18 "" DEL RIO ATICO ,CODIGO 144 "# DE ESTACIONESHIDROMETRICAS O "********************************************************.******.****************************

" TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"

""""""""""""""""""""""""",,"""""""" AREA PRrn~EDIA PROMEDIA RIOS FORMA PROM. DREN.""COD I Gü" NOf>l3RE "DE A "( KM"KM) 0-1ETROS) (~1t~/ ANO) (KM) (-) (~) ( l/KM) "********************************************************************************************

********************************************************************************************


4.***~*****4~**********.*******************N***************._*************.*****************

~

********************************************************************************************

* REPKESENTACIONy CARACTERISTICAS DE LA CUENCA " 11 DE TRAMOS 3 "" "11 DE PUNTOS 24 "" DEL RIO CARAVELI ,CODIGO 145 "11 DE ESTACIONES HIDROMETRICAS O "******************************************.*************************************************

* TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD"********************************** AREA PROMEDIA PROMEDIA RtOS FORMA PROM. OREN. *"CODIGO" NOlo18RE "DE A "(K~I"KM) (METROS) (MWANO) (KM) (-) (%) (l/KM)"********************************************************************************************

**************************************.*******************.*********************************


***************************************************************.****************************

76

162

163

164

1615

12 166

11 10 9167

133 2 1

14 17 168

¡S 18 169

16 19 170

29 30 31 32 338 23

171

7 12

172

6 21

173

S 20

174

4 471715

40 41 42 43 41, 45 46'48

37176 49

3658 57 56 SS 54 53 5

5135 177

50

34 178

179

27

2

24

25

26

28

38

39

EVA LUACION DEL D IAGRA MA F L UV lA L :

P OT ENCIALHIDROELECTRICO

NACIONAL FLOW DIA3RAM

acaÑA 146 ( 1/2) Fig. 51

180

181

124 123

182

145 1104

183

184

185 1101

186

187

161 160

5.0~- 188

189

190

5.0~- 191

PTE CARRETERA(70D)20450' [4] 192

193 --.-;..

1945.0

195 Iso

- ...---...-t.

78

79

l80

91

r66 107

92 6982 60

\08

9367 58

70 61B3

. 94 \0971 72 73

9888 87 62

84 119S

r"':F.J63

11190 89 75

100 966~

102 85

74 112103 101 97 85

122 121106

120 119 118 117 116 115 1110 113

105 104

14113 132 131

142

SALA MANCA ( 10.2 ) 204501 111

1100 139 r 137 136 135 nI,130 127

126 125129

128

-. . . . .159 158 157 156 155 154 153

152

151

150

149 14'0 147 146

DIAGRAMA FLUVIAL:

78

EVALUAC ION DEL

POTENCIAL

HI DROELECTRICO

NACIONAL

OCOÑA ( 2/2)146 Fig. 52

FLOW DIAGRAM:

EVALUACION DEL

P01ENCIAL

HIDROE LECTR ICO

NACIONAL

DIAGRAMA FLUVIAL';

MAJES ( 1/3 )1 47FLOW DIAGRAM

Fig. 53

79

29

109

28

110

27

111

112

113

114

115

PTE.COlGANTE ( 23.2) X>6

201060¿ [l.]

107 CAllAlLI<

2.3) 204617 [\7J

310

108

.OX)

33 32.31

35

36

MARIA PE.REZ (1.0) 37

2010601 [1]

39 40 41

S9

60

61

62 63

80

EV A LUAC ION DEL

POTENCIAL

HIDROELECTRrCO

NACIONAL

38 1.5

42 43 1010 45 46

LA CALERA(9.6)

204602 [2]

1.7

117 NEGROPAMPA ( 57.7)

2010607 [7]

118

55

119

56

120

5753 52 51 50 49

58201.69B [9,16]

MAMACOCHA (100) 121

65 67 6866 69 70 71

122 (COLCATJNGO) 155.7)

204610 [lO]

123

1,2<

DIAGRAMA FLUVIAL:

MAJES 147 Fig. 54

FLOW DIAGRAM :

3.5131

1323.5

1333.5

134

135

136

137 PTE. CARRETERA (5L..O )

20L.615 [15J

13~

--.. ........."""'-,-- ........

R 1 EGO


POTENCIAL

HIDROEL,,':TRICO M A J E SNAC; e L FLOW DIAGRAM

147 (3/3) Fig. 55

81

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA " # DE TRAMOS 34 ** * # DE PUNTOS : 195 ** DEL RIO OCONA , CODfGO 146 * # DE ESTACIONES HIDROMETRICAS 2 *

***********************************~********************************************************* TRAMO

*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"


DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (1) (l/KM) *********************************************************************************************

*******************************

123456789101112131415161718192021222324252627282930

PARARANIHUACSAPALLCAPAUCACORRALPISQUICOCrlALOLLOTAPACCrllCHACACALPAMAYOBREAMAYOPARARCAHUANCARAr~AHUANIPACOOYOLOCONDORILLOECMACACHAYCOAGUAS CALlENJARHUAYOCHUARCAYArlUANCOCOYOCCUNOCANEOPAMPAMARCACRUZ PATACHUQUIBAMaAPUCAt~ANT ACOTAHUASICHORRILLOSCOLPArlUAICOCELAMAYOAR~'A SUPARMA INF

14912172024343847505259626569747887899198102104107125128131134141

3811161923333746495158616468737786839097101103106124127130133141145

102.1326.0155.5149.O161.5218.1627.6199.4

1386.8235.977.O

804.974.527.6

237.7342.2215.8531.811.558.5

526.9251 .788.960.5

1977.4123.O131.8141.2799.0337.5

4483.44169.14331.44163.64232.94013.94127.54061. 73740.34640.24520.64230.74935.45065.64919.54812.24609.84701 .O4768.74721 . O

4578.02848.23960.13572.84040.74834.04976.63906.44704.43276.9

1081.9907.9992.3903.7938.1823.2883.8846.4684.31176.11108.9954.51367.91447.51357.61287.91159.71225.11259.31228.51143.1392.5791.8628.0872.21302.71386.2769.01219.3536.8

16.O37.023.036.023.030.064.030.074.022.09.0

64.015.O14.O24.034.027.O56.013.O11.O54.025.013.O17.O

148.O15.O15.O19.O54.031 .O

0.400.240.290.110.310.240.150.220.250.490.950.200.330.140.410.300.300.170.070.480.180.400.530.210.090.550.590.390.270.35

4.992.113.313.607.065.855.593.225.911.838.687.194.025.896.955.045.837.674.986.468.043.0219.1214.9013.815.679.21

23.576.1617.89

0.160.110.150.240.140.140.100.150.050.090.120.080.200.510.100.100.130.111.130.190.100.100.150.280.070.120.11:).130.070.09

**********""*******************

*********************************************************************~**********************

*****************************************************************************************.*** REPRESENTACION


# DE TRAMOS 24 *

* * # DE PUNTOS : 138 ** DEL RIO MAJES , CODIGO 147 * # DE ESTACIONES HIDROMETRICAS 9

********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (1) (l/KM) ********************************************************************************************** *ANTASALLA 1 3 57.9 4841.0 855.4 14.0 0.30 4.38 0.24 *

BLANQUILLO 4 7 163.0 4538.1 770.4 21.0 0.37 1.72 0.13*OSCOLLO 8 10 354.6 4761.9 833.3 20.0 0.89 4.78 0.06 *

JAGUAY SUP 11 17 291.3 4584.3 782.9 49.0 0.12 2.24 0.17*CONDOROMA 18 21 208.0 4688.7 812.7 30.0 0.23 3.11 0.14 *

CHALHUANCA 22 26 450.1 4614.0 791.1 37.0 0.33 4.33 0.08*PUL PERA 27 30 201.5 4433.6 739.7 23.0 0.38 4.34 0.11 *

LLAPA 31 34 354.1 4447.4 743.3 27.0 0.49 6.77 0.08 *AJANA SUP 35 37 125.8 4683.2 811.3 16.0 0.49 2.41 0.13

*AJANA INF 37 38 22.0 4509.0 762.5 5.0 0.88 1.98 0.23 *HUARURO SUP 39 44 687.5 4828.7 852.1 33.0 0.63 4.99 0.05 *HUARURO INF 44 48 765.0 4722.3 821.3 40.0 0.48 9.90 0.05 *HUAMBO 49 53 275.1 4072.9 637.0 35.0 0.22 13.30 0.13 *ORCOPAMPA 54 58 472.9 4634.5 796.8 36.0 0.36 7.22 0.08 *ANDAGUA SUP 59 70 2190.~ ~387.0 725.2 107.0 0.19 6.42 0.05 *ANDAGUA INF 70 71 10.0 1611.0 119.4 5.0 0.40 5.02 0.50 *SIHUARPO 72 75 430.7 3012.7 563.7 SJ.O 0.48 16.53 0.07 *TAPAZA 76 80 463.5 3701.1 547.6 37.0 0.34 18.05 0.08 *BLANCO 81 87 424,° cl'Q.8 127.1 53.0 0.15 9.69 0.12

*MAJES A 88 106 1851. '68'5 112.0 0.09 3.66 0.08 *\.1AJES 1 106 117 1730.:1 ,.8 ,/8.0 n.o 0.18 10.67 0.06*., MAJES e 117 127 1653.5 3403.4 466.1 72.0 0.32 25.65 0.04 *

* 2J MAJES D 127 137 3936.2 1015.1 79.7 100.0 0.39 7.83 0.03 ** 24 MAJES E 137 138 21.5 219.0 30.5 8.0 0.34 2.74 0.37 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 17141.5 3509.4 552.5 1039.0 0.02 8.46 0.06

*****************************************************************************************************************************************************************************************

82

******

*****

*****

123456789

10101213141516~7

2 3 4 5

82

83

81.

85[3J 204703

EL FRAVLE ( 3.9)

RESERVORIO 15AGUADA BLANCA 14 13

(AGUADA BLANCA)

2000': [l]

CHARCANI( 13.4)

204799 [6,1 \ J

89

90

22 21 20

(TlABAVA ) 9120010[10J

92

93

TOMA LA JOYA 94( 17.B) 2Ql.7 O B [8 ]

"'-,,-....,. -----r-- r-

73

74

75

76( CANAL Z AMACOLA)

CANAL ZAMACOLA 204701[IJO 3.0. .

=-17

(CUENCA DEL RIO MAJES)78 IMATA( 4.2) 2:)1.702 [2J

79

80

81

Ei

7

RESERVORIO EL

S FRAYLE

11 10 9

PERDIDAS

LAGUNA

SALINAS

RIEGO Y PERDIDAS( 4.5 )

EVA LUACION DEL

POTENCIAL

HIDROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

QUILCA,

O CHILI 148 (1/2) Fig. 56

FLOW DIAGRAM:83

23

24

2S

26

H204705 [5]

95 ....J2_~RIEGOL A e A lE R A ( &.6)

35 3& 37 38 39 40 l.} 42 32 43

34l.~ ...96 MOCORO (11.. 8)

31 201,707[7]

33 97

30

98

29

99 1.0

~28 RIEGO

¿¿ 100 1.0

I,S 101

1.6 102

1.7 103

6t. 65 66 67 71 72571.0

63 104

56

62 R (EGO 105

SI -- -.---61 o 55 - ---60 9 SI,

59 1.8 53

58 52


POTENCIALHIDROELECTRICO QUILCA O CHILI 148 (2/2)


Fíg. 57

J511

1612

1713

1811,

19

2010

9

8

57 58 59

EVA lUACION DEL

POTENCIAL

HIDROE LECTRICO

NACIONAL

21

91

92

93

94

95

96

22

98

100

3

7

97

99

27

2

6

26 25

5 4

101

56

102

103

104

105

55

DIAGRAMA FLUVIAL:

(CORALAQUE) 204901 [1]

24 23

60

FlOW D IAGRAM:

T AM 8 O

5453 52

149

36

37

38

39

40

35 34

42

51

( 1/2 )

50

33

201,901, [I,J(VISCACHAS)

31

30

29

28

-32

43

44

45

49 .48

4746

PASTO GRANDE( 2.8)204902 [2]

Fig. 58

85

.61

+62II

+63I

,,106 164

70 69 68 67 66 65

107

86

EVALUACION DEL

P OT ENC lA l

HIDROElECTRICO

NAC i ONAl

DIAGRAMA FLUVIAL:

TAMBO (2/2)149

FlOW DIAGRAM :

Fig. 59

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 18 ** * # DE PUNTOS 105 *

* DEL RIO CHILI , CODIGO 148 * # DE ESTACIONES HIDROMETRICAS 6 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

********************

123456789101112131415161718

CAPILLANEPATIBLANCO SUPER¡3lANCO INFER

SOCABAYAPACCHAGRAMADALYURA SUPERIOYURA INFERIOLIHUALLALA MINALLUTASIGUASCH IL I A

CH IL I B

CHILI CCHILI DCH I L I E

169141723283340444852587378889496

58141622273240434751577278889496105

942.4152.2863.0112.5

1722.4296.0403.5740.465.3

251.3212.5485.21288.9666.31485.4743.9430.1

2392.6

4622.64529.94520.04413.94019.04124.83093.04158.32415.53832.14555.13650.62932.34685.84327.22880.52415.01281.8

539.0517.8515.8493.3421.4434.7254.5444.2161. 1380.2528.2350.8270.8553.4475.8224.4159.154.4

42.021.O54.017.047.036.043.063.018.O33.031.O50.0

130.050.097.043.018.O88.0

0.530.350.300.390.780.230.220.190.200.230.220.190.080.270.160.401.330.31

3.973.804.106.3411.4110.837.747.587.537.183.163.646.612.185.1210.557.796.91

0.040.140.060.150.030.120.110.090.280.130.150.100.100.080.070.060.040.04

********************


*

***************************************************************************-***************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS : 20 *

* *'DE PUNTOS : ~22 *

* DEL RIO TAMBO , CODIGO 149 * # DE ESTACIONES HIDROMETRICAS 2 ********************************************************************************************** TRAMO *

PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMaRE *

DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) ******************************************************************************************************************

1234567891011121314151617181920

SAN ANTONIOCRUCEROQUELLOMOCCOCHACRAMAYOPALTITURECUROCHILOTAARUNTAYATITERECORALAQUE ACORALAQUE BPARACHINGANECARUMASAMARILLOOMATEPUQUINAESQUINOTAMaO SUPTAMBO INF

14811152328323643465761657175808391119

37

10142227313542465660647074798290119122

193.2454.4115.5483.7704.6281 .2320.0189.8401.5458.61062.3136.1187.5460.6129.4219.988.0

450.06136.0225.1

4683.54633.34459.54360.64373. ¡

4431.54663.74732.04538.14855.54498.24297.44269.73954.83133.13225.43220.23460.32708.2446.4

552.8541 .4504.7482.3484.9498.0548.5564.2531 .4592.0512.3472.6464.9412.1265.2286.1274.6330.6228.620.3

21.O28.020.029.056.035.025.023 .054.030.084.026.025.041.O26.032.022.060.0

256.026.0

0.440.580.290.580.220.230.510.360.140.510.150.200.300.270.190.210.180.120.090.33

6.496.934.284.164.986.O13.365.302.783.977.3710.2211.299.4913.5714.529.7711.8311.163.53

0.110.060.170.060.080.120.080.120.130.070.080.190.130.090.200.150.250.130.040.12

*********************

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 12697.4 3471.6 351.0 919.0 0.02 8.43 0.07

*****************************************************************************************************************************************************************************************

87

21

(ASANA)204807 [7J

EVALUACION DEL DIAGRAMA FLUV IAL :POTENCIAL

HIDROELECTRICO O S MO R ENACIONAL FL OW DIAGRAM:

88

15 O Fig. 60

TICAPAMPA (1.6)

205006 [6J

EL CAIRO (0.1.)205007 [7J 39

18

19 2011

0.2540R ¡ego

100.15

41

9 FILTRACION

42SALADO (2.2)

205008 [8]8

43

26 27 28

0.5 44

0.545

Riego0.5

46

0.547

r-...- ;---//"""- ,--..'

LAGO SUCHE29

MINAS Y PERDIDAS

MINAS

0.1

1213

14 15

TACALAYA (0.24 )

2 O 5 O O 2 [2]

16

FI LTRACION- - - - ----- - - - - -----------

2322QOA. HONDA(0.16)

205003 [3]

30

31

Riego1.0

34 CANDARAVE 10.9)205004[4]

32 CORANCHAY (1.7)205011[10J

33

35

LAGO ARICOTA

4

PERDIDAS

17

Riego0.05

24 25

DIAGRAMA FLUVIALEVALUACION DEL

POTENCIAL

HIDROELECTRICONACIONAL

L'OCUMBA 1 5 1

now DIAGRAM

3 2

Fig. Eli

17

18

JARU M A ( 0.7 ) 19

205102[2]

20

21

4 3 2

22

11 10 9

YABROCO (0.5)23205101[1]

12 13 1415 16

24

25

26

27

2~

29 TRANCA ( 2.2

205103[.3]

30

31

32

33

34

35

EVALUACION DEL

POTENCIAL

HI DROELECTRICO

NACIONAL90

DIAGRAMA FLUVIAL:

FLOW DIAGRAM:

SAMA 152 Fig. 62

*1 CHUJULAY 1 5 129.4 3247.5 188.1 37.0 0.09 7.19 0.29

** 2 HUACARANE 6 12 381. 5 3369.9 198.6 56.0 0.12 8.33 0.15

** 3 CAPILLUNE 13 17 159.5 3907.0 278.2 33.0 0.15 8.88 0.21

** 4 TUM ILACA SU? 18 21 177.8 4500.8 419.4 22 .0 0.37 7.08 0.12

**

5 TUMILACA MED 21 25 217. 3 3031.5 128.7 27.0 0.30 10.06 0.12 *

*6 TUMILACA INF 25 27 61.1 2230.4 53.0 15.O 0.27 8.73 0.25

**

7 OSMORE SUP 28 33 323.3 4199.1 355.5 43.0 0.17 7.23 0.13*

*8 OSMORE INF 33 43 2145.1 841.1 10.8 88.0 0.28 4.19 0.04

*

********************************************************************************************


*# DE TRAMOS 13

** * # DE PUNTOS 47 **

.DEL RIO LOCUMBA CODIGO 151 * # DE ESTACIONES HIDROMETRICAS 8*.

********************************************************************************************* TRAMO


********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

* **

1 SALADO SUP 1 6 384.2 4203.2 352.6 46.0 0.18 6.84 0.12*

* 2 SALADO INF 6 7 2.8 3020.0 122.9 1.O 2.80 19.50 0.36*

* 3 BOROGUENA 8 11 121.O 3868.4 281.2 30.0 0.13 7.03 0.25*

*4 I LABAYA SUP 12 14 123.8 4839.6 518.2 14.O 0.63 8.78 0.11

** 5 ILABAYA MED 14 19 734.0 2999.4 143.0 51.O 0.28 9.08 0.07

**

6 ILABAYA INF 19 20 2.3 1638.0 21.2 1.O 2.30 53.30 0.43 **

7 CINTO SUP 21 22 15.O 4356.5 379.3 9.0 0.19 1.59 0.60*

*8 CINTO INF 22 28 417.1 2269.3 78.0 63.0 0.11 5.55 0.15

** 9 LOCUMBA A 29 32 898.0 4779.7 499.7 30.0 1.00 5.39 0.03

** 10 LuCUMBA B 32 34 146.1 4350.0 376.9 20.0 0.37 9.40 0.14

** 11 LOCUMBA C 34 38 344.1 2741.8 106.5 45.0 0.17 7.90 0.13

**

12 LOCUMBA D 38 42 340.7 1284.3 12.5 29.0 0.41 6.17 0.09*

* 13 LOCUMBA E 42 47 1786.7 895.8 8.5 45.0 0.88 4.50 0.03*

* *

*1 TARATA 1 4 110.7 4409.0 408.7 25..0 0.18 9.54 0.23

*2 ESTIQUE 5 7 77 .1 4053.9 309.0 19.O 0.21 10.69 0.25

* 3 ARUMA 8 11 207. 5 4006.6 309.7 30.0 0.23 10.95 0.14* 4 SALADO A 12 14 173.6 4454.6 413.4 21.O 0.39 9.45 0.12

*5 SALADO B 14 16 264.8 3731.4 228.7 16.O 1.03 16.16 0.06

* 6 SAMA A 17 19 194.4 4894.4 551.3 14.O 0.99 6.99 0.07* 7 SAMA B 19 29 1014.3 2573.7 95.2 96.0 0.11 10.06 0.09

*8 SAMA C 29 35 2766.7 1415.2 15.9 57.O 0.85 9.19 0.02

********************************************************************************************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8

** * # DE PUNTOS 43 ** DEL RIO OSMORE . CODIGO 150 * # DE ESTACIONES HIDROMETRICAS 3 **************************************************-******************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COD IGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3595.0 1971.1 108.0 321.0 0.03 7.05 0.09 *

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 5315.8 2599.2 176.3 384.0 0.04 6.86 0.07 *

91

8

9

10

11

12

AGUAS CALIENTES (1.0) 13

205201 [1]

14

15 PIEDRAS6

710.1

16 ..

92

EVALUACION DEL

POTENCIAL

HI DROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL

CAPLlN A

FLOW DIAGRAM:

205202 [2]BLANCAS (0.6)S 4 3I I II I I,0.1 ,0.1 rO.1

+ ~ tlnfiltration

2II10.1

.~

(BOCATOMA UCHUSUMA)

201.801. [l.]

Fig. 63

PUTUMAYO~2303

/ !!..

W <i

::>(f)

u<t:<

::E .... ::>'" ::>'

_W en

YAVARI o~~l;;~~o:: N ::> N::> NU N

2304 ::> N !!.. >- <!!..<(f)

STO TOMAS<Z - 22038o oN .... LL -< =>N .... O U::E < O Z ....< 1- N < O (f)O N N Z ....Zo

N OTAMBOPATANAPO <N ::> Q

-""-UN VILCABAMBA !!..- ...J u. 23082302 :;: ~2203D W

oID

u PACHACHACA LAS PIEDR~O

< < ....D) ::E 2203 E 2 310 N::E:- o::

PAMPAS<O ::> W INAMBARID)N !!..< 2204 o::::>N

o 23070::1<UCAYAlI =>V TA M B O ENE MANTARO INF MANTARO MED ::E

2208C 22088 2208A 2205 C 22058 !!..Z < < ::>O - W WU11- t:: ID zen,Z >-....

< <O :x: O Wo::>N u N o:: N 0«o:: «N WN« (!)N 0::",<

!!.. !!..«O::EZN

TI GRE--""

«N2113 ::E

O~....,::< NIIJ

HUALLAGA INF HUALLAGA SUP

2118 8 2118 A

PASTAZA/f\:'-..

2112 -MORON~

2111B -SANTIAG_Q..

2110

NIEVA

2117

CENEPA

2109 ::i3::E

Z CHIRIACOO'Z 2116;i«< ;::::E -N

(f) CHINCHIP.s... <IIJ< 2107 ::EZO <'"u CD IIJ=« D ::>NIIJ - U« N 1-1- ::>

ALTO MARAÑON>! 21 01 U1q: O::E ~Z << D

<........,

N:x: - WN UD Z OU::>- (f) -HUANCABAMBA C HOT ANO <N ~N...J

2105 2106 -' U

EVALUACION DEL REPRE SENTACION ESQUEMATlCA DE LAPOTENCIAL VERTIENTE DEL ATLANTlCO

Fig. 64H I DR O ELECTRICO Schematic RepresentationNACIONAL of Atlantic Watershed 93

j94'

EVAWACION O EL

POTENCIAL

H IDROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

ALTO MARA Ñ O N 2101 Fig.FLOW DIAGRAM: 1 /3

65

79

181 80

182 8196 95

98 97 94 93 92 9190 85

183

99 89 81,

184

100 88 83185

8782

102 101

18686

103 101. 105 106 107

187

114 113 lJ2 111 110 109 108

188118 117 116 115

123 122 121 120 119

189

190

191

192

193

194

126 125 121.

195

127 128 129 130

196

197

\

EVA LUACION DEL DIAGRAMA FLUVIAL.

PO TENC (AL

HIDROELECTR ICO ALTO MARANON 2101 Fig. 66N ACIOHAL FLOW DI AGRAM. 2/3 95

196

133 132 131138

199

139131. 135 136 137

200 11.0

11.6 ILS 1" 11.3 11.2 11.1

201

11.7 11.8 11.9 150

202

37.2RIO CRISNEJAS203 r-

(2202)

201.

151 152 153 151. 155

205

JADIBAMBA (0.7)206 220110 (10J-

158 - 156157

1.7.1.RIO LLAUCANO207 ~(

2103)

CUMBA ( 1.96.6) I 1208220107 [7J

209llL.9 RIO CHAMAYA

~(2101.)

(CORRAL QUEMADO) 220109 [9J

( AMAJAO) 220108 [8J

121.5210

RIO UTCUBAMBA(2215)

\ I

RIO MARAÑON MEDIO

( 2111 A)

EVALUAC ION DEL DIAGRAMA FLUVIAL:

POTENCIAL ALTO MARAÑON 2101 Fig. 67HIDRO ELECTRICO

NACIONAL FLOW DIAGRAM: 3/396

********************************************************************************************

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 11 DE TRAMOS : 4 *

* *11 DE PUNTOS : 16 *

* bEL RIO CAPLINA , CODIGO 153 * 11DE ESTACIONES HIDROMETRICAS 4 2 *********************************************************************************************

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) U~ETROS) (~II>1/ANO)(KM) (-) (%) (l/KM) *********************************************************************************************

******

1234

UCHUSUI>1A SUPUCHUSUr>1A INFCAPLINA SUPCAPLINA INF

16813

671316

488.060.7

593.4486.6

3137.21316.O3775.32445.3

148.911.4

276.571.7

47.03.0

53.023.0

0.226.740.210.92

13.2216.8011.0010.20

0.100.050.090.05

****

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 1628.7 3095.1 167.2 126.0 0.10 11.82 0.08 ****************************************************************************-****************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS : 37 *

* *11DE PUNTOS : 210 *

*DEL RIO ALTO MARANON , CODIGO 2101 *

11DE ESTACIONES HIDROMETRICAS: 2 ********************************************************************************************** TRAMO * PUNTOS

*ALTURA LLUVIA LQNG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PRUMEDIA RIOS FORMA PROM. DREN. **CUDIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) **********************************************************************.**********************

* *

***************..

***********..

**********

12345678910111213141516171819202122232425262728293031323334353637

NUPESANTA ROSAANDACHUPASHIULLALAMPASTAPARACúVIZCARRATANTAMAYOCARPAPACHACHACAMúSNARURICHINCHAYHUARICOLCACHINCHORAGRAPUSHCAMIRGASARí>1AYURMAPOMABAM8AyANAr~A YO

MANTAHUACRACHUCORUPACLLAMAACTUYUCTUBAMBASAN MIGUELGANSULLAVASENCHUSGONCHON CHONSUTEYANGAS SUPYANGAS INFA MARANON SA MARAIWN I

18

11151822263163941444851555962757982869199

103108115119124127131134138147151156157159208

71014172125353840434750545861747881859098

102107114118123126130133137146150155157158208210

814.688.8

307.288.8

135.8275.1748.3166.3109.0163.8.122.4199.1346.6318.1

55.11575.5

185.3139.4356.8641.6

1224.7190.0431.9963.9226.3273.6109.1

81.687.9

213.01171. 6

188.8312.6

40.0960.0

14047.21140. O

4314.04243.74298.14212.34215.24020.83946.93975.73628.94539.04422.74328.73977.03830.33668.13736.33423.84113.44280.03852.03706.53355.73429.83464.33489.33336.52699.82862.72378.93167.73135.82942.73175.94399.81340.02670.9979.9

899.7895.5899.0893.4893.6881.2875.8877.9854.0914.3906.9900.9878.2867.5856.2860.8839.5886.6897.0869.3858.3834.9840.2842.6844.9834.1792.6804.3772.8822.4821.1808.1823.6905.4710.4792.6688.8

55.024.028.024.028.033.070.020.012. O15.025.021. O29.034.018. O

104.028.016. O34.039.069.027. O38.058.033.036.018. O40.018. O29.0

81.028.035.015.035.0

650.065.0

0.270.150.390.150.170.250.150.420.760.730.200.450.410.280.170.150.240.540.310.420.260.260.300.290.210.210.340.050.270.25

0.180.240.260.180.780.030.27

7.254.377. 9Q4.005.613.396.569.07

10.426.937. 08

13.439.597. 019.33

11.527. 39

12.0011.9111.9712.2910.8510.9110.50

7.4511.3913.50

9.468.89

12.3310.7712.6511.72

7.891.668.012.03

0.070.270.090.270.210.120.090.120.110.090.200.110.080.110.330.070.150.110.100.060.060.140.090.060.150.130.160.490.200.140.070.150.110.370.040.050.06

***

******

*************

*******

*

********

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 28499.7 3008.6 814.6 1932.0 0.00 8.63 0.07 *********************************************************************************************

*TRIBUTARIOS CONSIDERADOS SEPARADAMENTE *

********************************************************************************************* CRISNEJAS 203 4660.5 3149.9 762.0 699.9 0.01 7.40 0.15

**

LLAUCANO 207 2851.7 2571.6 1029.6 303.0 0.03 7.92 0.11 **

CHAMAYA 209 8522.5 1982.7 901.5 681.0 0.02 8.20 0.08 **

UTCUBAMBA 210 7507.0 1902.8 840.4 384.0 0.05 8.78 0.05 ********************************************************************************************** CARACTSRISTICAS ACUMULATIVAS 52041.4 2669.8 839.6 3999.9 0.00 8.30 0.08 *'*********~*********************r***********************************************************

97

91.

!)S 2

5 1. 3

9G

97 G

98 7

12 11 10 !) B

99

18 ,9,7 20

10011. 23

IG

13 22 101

15 ~837 313G 77 2835 31. 33 32

21 25

10249

2~L7 'G 1,5

30 78 2738 39 3

JESUSTUNEL f4.9)103 29 79 2G 220206 [6] 50

91 gO 89

1.2PTE. CRISNEJAS ( 31. 5)

1010220201 [IJ G9 70 71

82 4175

105

H 81 40

10G

S!) 8072 73

107 65 GARGANTA NAMORA (2.6)

51 52 220207 [7J93 92

10853 54 55

6'

109

"7MICHIQUILLAY (0.2 )

220209 [9]

62

FdO ALTO MARAf:JON (2101)

EVALUACION DE L

POTENCIAL

H IDROELECTRICONACIONAL

DIAGRAMA FLUVIAL:

CR ISNEJAS 2102 Fig. 68

FLOW DIAGRAM:i

3 ,

'O CONCHA NO DERIVACION (6.3)

HIJADERO (1.6)220302 [2 ]

220311(11) '1

5 6 7 8

'2

111.0

+-- '3

12 13

LLAUCANO C O R R E L L A M A(8.'

)

220309 [9] "

'5

18

'6

19 20

HUANGAMARCA (1 ,) O

220305 [5]21 22 23

'8

'9CHIPIANGA (1.1)

220303 t3]U 25 26

50

51

52

37

38

2

39

EVALUACION DEL

POTENC IAL

HIDROELECTRICO

N AC IONAL

DIAGRAMA FLUVIAL:

ARAS CORGUE (0.8)220308 [8]

lO 9

PTE. MAYGASBA MBA (1.7)

220307 [7]

17 16 15 1,

MAYGASBAMBA 3 CH (1.3)

220306 [6]

LLAUCANO SHUGAR (166)

22030' [O

PTE.CONCHANO (3.1)

220301 [1]

3029 2728

53 31

36 35 33 323'

5'

55

RIO ALTO MAR AÑON(2101)

LLAUCA NO 2103 Fig. 69FLOW DIAGRAM '.

99

*******,*******************************************~****************************************** REPRESENTACION

y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 34 *

**, DE PUNTOS : 109 *

* DEL RIO CRISNEJAS , CODIGO 2102 *, DE ESTACIONESHIDROMETRICAS 6 *********************************************************************************************

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM.. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ** 1 TRES CRUCES 1 2 9.6 3684.3 834.8 6.0 0.27 4.33 0.62 *

*2 CONACHUGO 3' 5 34.6 3846.6 863.2 11.0 0.29 7.41 0.32 *

* 3 CHICHIRCUCHO 6 7 76.8 3316.6 777.5 13.0 0.45 5.88 0.17 ** 4 HUAYRO 8 12 184.3 3584.4 819.4 32.0 0.18 6.02 0.17 ** 5 QDAONDA 13 14 37.8 3349.4 782.4 9.0 0.47 5.04 0.24 ** 6 CUEVAS 15 17 79.3 3106.6 746.1 18.0 0.24 5.31 0.23 **

7 HUAMACHUCO 18 20 62.4 3696.8 840.2 22.0 0.13 8.74 0.35 ** 8 LANLA 21 23 161.2 3287.0 773.2 25.0 0.26 8.85 0.16 ** 9 HUACADAY 24 25 76.1 3660.9 830.7 13.0 0.45 7.01 0.17 ** 10 CULLHUAN 26 28 90.8 3534.0 810.2 21.0 0.21 8.86 0.23 ** 11 MARABAMBA 29 31 89.8 3177.1 756.7 21.0 0.20 6.75 0.23 ** 12 CHIMIN 32 37 258.5 3186.8 759.3 42.0 0.15 7.11 0.16 ** 13 MALCA 38 39 52.9 2610.7 677.3 13.0 0.31 6.79 0.25 ** 14 AZUFRE 40 42 67.0 3613.0 824.4 16.0 0.26 5.54 0.24 ** 15 PACCHA 43 44 54.0 3550.1 813.2 13.0 0.32 5.04 0.24 ** 16 CALLEJON 45 47 67.1 3457.9 799.7 17.0 0.23 6.50 0.25 ** 17 PORCON 48 50 247.8 3297.7 774.7 23.0 0.47 5.34 0.09 ** 18 LAS QUINUAS 51 52 24.5 3547.5 1012.1 9.0 0.30 5.98 0.37 *

*19 TAMBOMAYO 53 55 47.0 3477.0 1001.5 12.5 0.30 5.94 0.27 *

* 20 MATARA SUP 56 57 99.8 3277.4 971.6 6.0 2.77 15.30 0.06 ** 21 MATARA INF 57 58 13.8 2847.0 907.0 2.0 3.45 9.60 0.14 ** 22 SECO 59 61 56.3 3446.9 798.2 16.0 0.22 7.82 0.28 ** 23 NAMORA °Ao 62 63 24.2 3596.7 819.7 5.0 0.97 8.58 0.21 *

*24 NAMORA °Bo 63 65 102.9 3172.8 755.9 16.0 0.40 3.26 0.16 *

* 25 NAMORA °Co 65 67 57.9 2851.6 708.3 11.0 0.46 5.09 0.19 ** 26 NAMORA °Do 67 68 3.0 2579.0 672.4 2.0 0.75 11.60 0.67 ** 27 SHILAMALCA 69 71 116.9 3009.1 731.5 17.0 0.40 9.55 0.15 ** 28 MAYOC 72 76 217.6 3290.7 774.9 29.0 0.26 7.62 0.13 ** 29 CHILCA 77 79 82.9 3599.9 820.4 19.0 0.23 12.26 0.23 **

~o CAJAMARCA SU 80 86 316.2 3209.7 761.5 50.1 0.13 4.51 0.16 **

31 CAJAMARCA IN 86 91 411.1 2857.2 710.3 50.0 0.16 6.72 0.12 ** 32 SHIRAE 92 93 86.2 2755.3 695.0 17.0 0.30 10.28 0.20 ** 33 CRISNEJAS SU 94 104 640.0 3124.1 750.4 82.3 0.09 6.20 0.13 ** 34 CRISNEJAS IN 104 109 710.2 2736.3 694.7 41.0 0.42 15.88 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 4660.5 3149.9 762.0 699.8 0.01 7.40 0.15 ****************************************************************************************************************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 22

** * # DE PUNTOS 55

** DEL RIO LLAUCANO , CODIGO 2103 * # DE ESTACIONES HIDROMETRICAS. 10 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)

********************************************************************************************************************

12345678910111213141516171819202122

iP I NGUYO

iTAMB I LLO

NUNNUN SUPNUNNUN INFARASCORGUE AARASCORGUE BQDA PANTEONTINGO SUPTI NGO r~EDTINGO INFPARAGUARANSHUGAR SUPSHUGAR INFCHONTA SUPCHONTA INFCONCHAN SUPCONCHAN INFCUTERVOLLAUCANOLLAUCANOLLAUCANOLLAUCANO

ABCD

135791012141617192122242527293237404448

2478101113161718202223252629313640444855

57.175.298.267.340.714.223.999.513.36.4

55.570.05.5

70.633.951.9

284.5562.1182.4~8.9128.8842.7

3452.03414.63468.72999.03311.32888.02927.73438.13131.02779. O3229.23027.52490.03001.12286.02581.12609.02338.23341.42994.93114.11913.2

1233.71220.9971.6819.81185.91052.0806.9961.5861.9775,.8893.3828.8734.51080.4995.7984.41062.41025.91196.1998.81121.91097.2

12.O18.018.O8.010.O3.07.017.03.03.09.07.04.013.03.06.016.040.025.08.010.O63-.0

0.400.230.301.050.411.580.490.341.480.710.691.430.340.423.771.441.110.350.290.6\1.290.2\

5.524.074.665.697.7511.608.035.03

17.879.9710.3316.934.751.54

11.8711.309.686.725.62

13.7623.468.43

0.2\0.24O.\80.120.250.2\0.290.170.230.47O.\60.100.73o.\80.090.120.060.070.140.210.080.07

************************,*********************************************************************************************

* CARACTERISTIGAS DE LA CUENCA.2822.6 2574.8 \057.6 303.0 0.03 7.92 0.1\ *

*~*************.*****************************************************************************-****************.**************************************************************************

100

51..3 ~3:>

21. LAS BALSAS ( 65.5)

2201.99 [2,3,7J

2 25

1. 5

26

6 7CHUNCHUCA (28.0 )

27 2201.01 (IJ

22 21 20 :915 12

28

RIO CHOTANO

RIO ALTO MARA ÑON( 2101)

E VALUACION DEL

PROYECTO

HIDROELECTRICO

NACIONAL

3

DIAGRAMA FLUVIAL:

FLOW DIAGRAM:

29~--

1.0

11.

13

CHUNCHUQUILLO (0.2)

2201.06 [6J

CHAMAYA 2104

9

18 17 16

CACAO (21..1)

2201.05 [5J

LAMCHEMA (2.1)

2201.01. [I.J

Fig. 70

101

28

29

2

30

31

32

33

31,

3 35

1, 36

5 37

6 7 8 9

SAUSAL (20.31 3822 O 599 [2,3J

39

13 12 11 10

"O LlMON (22.71

22050" [~]YERMA ( 1.0 1

"1220505[5J

U 15 1& 17 18

42

19 20 21 22 23LAS JUNTAS (2.51

CANARIACO (2.0 1 43 220501 [1]220506[6]

EVALUACION DEL

POTENCIAL

H I DROELECTRICO

NACIONAL102

CHICHAGUA 132.21

220507 [7)

27

U

26

DIAGRAMA FLUVIAL:

RIO CHAMAYA (21041

HUANCABAMBA 2105FLOW DIAGRAM:

Fig. 71

" REPRESEiHAC I iJN Y CARACTER 1ST I CAS DE LA CUENCA " # DE TRAMOS 13 "" " # DE PUNTOS 29

**

DEL RIJ CHAi4AYA CODIGO 2104 " # DE ESTACIONES H I DROr4ETR I CAS 5 ",

********************************************************************************************

" TRAi40 " PUNTOS " ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD "*4*4**4*****~**4*****44**********. AREl'. PROr,! E D lA PFWMEDIA RIOS FORt'1A PROM. DREN. *"CuDIGU" NO~1L3RE "

DE A *(Ki.l"KM) (MCiKUS) (Mr4/ANO) (KM) (- ) (';O) ( 1 /Kf4) "********************************************************************************************

* "*

1 CALLAYUC 1 2 100.0 1709.5 1042.5 16. O 0.39 5.66 0.16*

2 STA CRUZ 3 5 270. O 1671.2 1036.0 23.0 0.51 6.77 0.09 "*

CUCu 6 7 220.0 1492.7 1001.7 20.0 0.55 5.03 0.09 "J

*4 ANTA 8 9 210. O 2494.9 1182. O 16. O 0.82 5.24 0.08

** 5 3UTO SUP 10 11 110. O 2082.0 1093.1 10. O 1.10 6.94 0.09 ** 6 aUTu II,F 11 12 140. O 1605.0 1026.8 6.0 3.89 10.92 0.04 "*

7 i3AR3ASCO SUP 13 14 90.0 1857.1 1063.1 11. O 0.74 4.39 0.12 "*

5 BAR8ASCO INF 14 15 20.0 1248.0 949.1 5. O 0.80 8.16 0.25 "*

9 CHONTALI 01'.0 16 18 630.0 2067.1 1101. 7 30.0 0.70 5.05 0.05 "*

1G CHONTALI °13° 18 21 190. O 1468.6 1001. O 9.0 2.35 20.62 0.05 "" 11 CHOIHAL I °co 21 22 200.0 1434. O 994.2 3. O *22. 25.80 O. O1 "" 12 CrlAMAYA SUP 23 24 410. O 1363.4 976.0 7. O 8.37 14.74 0.02 *

*13 CHAfilAYA II,F 24 29 790.0 1441 .6 994.3 41 . O 0.47 8.72 0.05

*" "********************************************************************************************

* REPRESENTACION y CARACTER 1ST I CAS DE LA CUENCA " 11 DE TRAMOS 14 "* * # DE PUNTOS 46 "*

DEL RI0 HUA"CABAMaA CUDIGu 2105*

11 DE E S T A C I O ~JE S HIDROMETRICAS 6 ",

********************************************************************************************" TRAi"O *

PUNTOS" ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD "********************************** AREA PROí"ED I A PROMEDIA RIOS FORlvlA PRor~ . OREN. ""CuDIGO" NOf~BRE " DE A*

(Kí.1"KM) (~1ETROS) (MI"/ ANO) (Kf.1) (- ) (% ) (l/KM) "********************************************************************************************* **

1 CHORRO 1 2 45.2 3147.2 1316.3 11. O O. 37 5.63 0.24 "* 2 yOA GRANDE 3 5 59.5 2422.6 842.5 15. O 0.26 8.66 0.25 **

3 HUAR~4ARCA 6 9 132.1 2030.3 659.5 25.0 0.21 5.66 0.19 "" 4 PIQUIJACA 10 13 193.6 1917.3 647.8 24.0 0.34 7.19 0.12 "" 5 YERi4A SUP 14 17 270.2 2651 .4 352.0 26.0 0.40 9.00 0.10 "" 6 YERtolA INF 17 1 9 5.3 1462.0 503.9 2. O 1 .32 19.85 0.38

**

7 CAl, AR lAca SUP 19 22 130.7 2523.1 920.5 24.0 0.23 8.24 0.18 "" 8 CANARIACulNF 22 23 2.6 1602. O 534.5 2. O 0.65 29.35 0.77 "" 9 QU I Sf.1ALACHEA 24 26 266.1 2150.5 734.2 25.0 0.43 7.35 0.09 "*

10 QUISMALACrlEa 26 27 7.0 1470. O 505.2 2. O 1 .75 24.25 0.29 "*

11 HUANCA3AMBAA 28 38 1436.8 2313.9 802.0 92. O 0.17 7.41 0.06 "*

12 HUANCA8AMBA3 38 40 404.2 1736. O 566.6 19. O 1 .12 6.26 0.05*

*13 rlUANCABAMBAC 40 44 175.7 1578.3 533.8 15. O 0.78 13.50 0.09 *

* 14 HU A NC.Aa 1'.1"8AD 44 46 319.3 14 O4.5 494.7 19. O 0.88 5.47 0.06 "

********************************************************************************************

*CARACTERISTICAS DE LA CUENCA 3380.0 1682.3 1035.5 197.0 0.09 7.77 0.06 "

********************************************************************************************

* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE "*************************************.******************************************************* CHOT/H8AM8A 23 5142.5 2130.1 813.4 484.0 0.02 8.37 0.09"********************************************************************************************* CA~ACTERISTICAS ACUMULATIVAS 8522.5 1932.7 901 .5 681.0 0.02 8.20 0.08 *

* *********************************************************************************************" CARACTERISTICAS DE LA CUENCA 3448.3 2122.4 688.3 301.0 0.04 7.89 0.09

*****************************************************************************************************************************************************************************************

10J

2.021 GUAYAQUIL ( IU )

oO!!----220 G05 [5]

22

23

21.INGERIACO (6.9)

220603 [3J

123

9 8 72 1

25

PARIAMARCA 13.5 )

IG 15 11. 13 220606 [6]

HUALLANLLE (20. L ) 2G SAUCE (2.5)

220601 [1] 220G02 [2J

27

17

18

TUNEL CHOTA NO

(A CHANCAY LAMBAYEQUE)

1..2 LAJAS (G.I.)

22 OG11[lO]

RIO CHAMAYA (210')

EVALUACION DELPOTENCIAL

H IDROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

CHOTA NO 2106 Fig. 72

104 FLOW DIAGRAM:

~~19

20

21

I 2 3

5 422

~. '"

G 7 B,

23

/

10 9

24 11

25 12

1G 15 1( 138G. O ;) 2G

RIO TABACONAS( 2108 J

27

17 18

28

RIO M ARAÑON MEDIO (2111 A)

#//#/# ZONA ECUATORIANA


POTENCIALCHINCHIPE 2107 Fig. 73H I DROELECTRICO

NACIONA L FLOW DIAGRAM:105

20 ALTO TABACONAS ( t..G)

220801 [11BARRIZALES ( 1.0 )

21220808 [8]

2 3

22 TABACONAS GRAN DE [20.3)

220807 [7]

23

6 5 "21.

7 8 9

25

26

10 11 12

27

13 14 15

28

18 17 16

29

~RIO CHINCHIPE (2107 )

EVALUACION DE L

POTENCIAL

H IDROEL ECTRI CO

NACIONAL106

DIAGRAMA FLUVIAL~

TABACONAS 2108

FLOW DIAGRAM

Fig. 74

.0.12 .

. 1 CHONGOYAP.A 1 2 96.9 2785.0 1351.O 12.O 0.67 11.054.0 0.86 10.50 0.29 .

. 2 CHC;NGOYAP.B 2 3 13.7 1680.0 1000.015.0 0.43 9.45 0.16 .

. 3 CALUCAN SUP 4 5 95.9 2689.9 1329.00.65 15.26 0.31 .

. 4 CALUCAN INF 5 6 16.2 1813.O 882.9 5.00.28 9.34 0.15 .

. 5 PALT IC SUP 7 10 172.3 2374.3 1230.6 25.01877.5 891 .7 6.0 1.68 20.35 0.10 .

. 6 PALTIC INF 10 12 60.69.59 0.14 .

. 7 SAUCES SUP 13 15 139.2 2356.0 972.2 20.0 0.351561.O 790.4 5.0 1.08 13.42 0.18 .

. 3 SAUCES INF 15 16 27.17.36 0.06 .

. 9 CHOTANO A 17 19 368.7 2858.3 1261.8 21.O 0.840.10 .

. 10 CHOTANO B 19 21 243.0 2156. O 955.1 25.0 0.39 4.240.24 8.41 0.10 .

. 11 CHOTANO C 21 26 452.1 1836.3 878.8 43.08.5 1342.0 712.6 2.0 2.12 24.10 0.24 .

. 12 CHOTA NO D 26 27.

. 1 IS II'-1ACHE 1 3 550.0 1261.9 1028.0 40.0 0.34 2.75 0.07 .

. 2 BLANCO 4 5 110.O 2416.4 1365.9 22 .0 0.23 6.20 0.20 .

. 3 CANCHIS 6 8 640.0 1926.7 1214.9 40.0 0.40 4.90 0.06 .

" 4 SANFRANCISCO 9 10 140.0 1835.8 1199.O 21.O 0.32 5.05 0.15 .

5 STAAGUEDA 11 12 590.0 1711.1 1165.8 21.O 1.34 4.96 0.04 .

6 CHIRINOS 13 16 995.0 1298.9 1033.1 65\0 0.24 3.40 0.07 .

. 7 SHUr>1SA 17 18 310.0 1293.9 1046.6 21.O 0.70 3.53 0.07*. 8 CHINCHIPE 19 28 3820.0 1336.7 1043.1 145.O 0.18 3.87 0.04 .

. .

. 1 MANCHARASUP 1 2 40.0 2548.3 1439.2 10.O 0.40 4.86 0.25 .

. 2 MANCHARAINF 2 3 50.0 1843.0 1210.7 10.O 0.50 3.43 0.20 .

. 3 ANANUALLA 4 6 430.0 2347.5 1361.1 40.0 0.27 5.05 0.09 .

. 4 HUAHUALLA 7 9 755.0 2069.7 1277 .4 24.0 1.31 8.31 0.03 .

. 5 GRANADILLA 10 12 252.0 2180.8 1312.4 20.0 0.63 6.73 0.08 .

. 6 ALTOMANCHARA 13 15 270.0 1679.2 1161.7 18.O 0.83 5.72 0.07 .

. 7 CULEBRA 16 18 175.O 1547.2 1102.9 18.O 0.54 9.54 0.10 .

. 8 TABACONASSUP 19 20 150.0 2866.7 1550.0 13.O 0.89 7.05 0.09 .

. 9 TABACONASMED 20 22 440.0 2320.0 1345.0 10.O 4.40 18.52 0.02 .

. 10 TABACONASINF 22 29 1230.0 1518.9 1098.7 62.0 0.32 a .14 0.05 .

********************************************************************************************. REPRESENTACION y CARACTERISTICAS. DE LA CUENCA

·# DE TRAMOS : 12.

. # DE PUNTOS 27 ·· 7 ·. RIO CHOTANU , CODIGO 2106 ·

# DE ESTACIONES HIDROMETRICAS :

****~;;*************************************************************************************. TRAMO

·PUNTOS ·

ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.

********************************** AREA PROMEDIA PROMEDIA rtlOS FORMA PROM. OREN. *. ..

I ú. NOMBRE . DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).*;~~*~************************************************************************************** .

.

********************************************************************************************. CARACTERISTICAS DE LA CUENCA 1694.2 2297.7 1068.2 183.0 0.05 9.17 0.11 ·

****************************************************************************************************************************************************************************************

********************************************************************************************. REPRESENTACION y CARACTERISTICAS DE LA CUENCA ·

# DE TRAMOS 8 ·.

·# DE PUNTOS 28 ·

· DEL ~IO CHINCHIPE , CODIGO 2107 ·# DE ESTACIONES HIDROMETRICAS O ·

********************************************************************************************. TRAMO

· PUNTUS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN..

.CúDIGO. NOMBRE · DE A .(KM.KM) (METROS) (~M/ANO) (KM) (-) (%) (l/KM).********************************************************************************************. .

********************************************************************************************· CARACTERISTICAS DE LA CUENCA 7155.0 1433.8 1074.2 375.0 0.05 4.02 0.05 ·

***********************************************************~********************************· TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ·

********************************************************************************************· TABACONAS 26 3792.0 1940.6 1234.4 225.0 0.07 7.45 0.06.********************************************************************************************· CARACTERISTICAS ACUMULATIVAS 10947.0 1609.4 1129.7 600.0 0.03 5.31 0.05 ·

********************************************************************************************

**********************************************.*********************************************· REPRESENTACION

y CARACTERISTICAS DE LA CUENCA ·# DE TRAMOS 10 .

· · # DE PUNTOS 29·

· DEL RIO TABACONAS , CODIGO 2108 · # DE ESTACIONES HIDROMETRICAS 3·

********************************************************************************************· TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.

AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN...CODIGO. NOMBRE · DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).********************************************************************************************. .

. .

**************************************************************~*****************************

· CARACTERISTICAS DE LA CUENCA 3792.0 1940.6 1234.4 225.0 0.07 7.45 0.06 *~..* ****.**..** *.."...........

********************************************************************************~***********

107

......_,--~.~-

19

20

21

9 1 210

3 227 8

1. 1- 11 23

12 13 11. 15 1&

21.

18 17

25

~RIO MARAÑON MEDIO ( 2111A)


POTENCIALe E N EPA 2109 Fig. 75H IDROELECTRICO

NACIONAL FlOW DIAGRAM:108

99

100

2

101

J 4

102

87 6 5

9 103

10 11 12 13

104 ECUADOR

14 15

105

17 1630

106 31

ECU ADOR9

26 2028

48 47107 J2 27 21

56 52 51

58 57 SS SI. 53 50 4946 25 2J

108

62 24 n59 60 61 40 J9

64 45

109 6J

113

74 7J

EV ALUAC ION DE L

POTENCIAL

H 1 DROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

SANTIAGO 2110 Fig. 76FLOW DIAGRAM: 1/2

109

-

114

76 75

115

77 78 79

116

80 8Í

117

83 82

118

-810 85 86

119

87 88 89

120

91 90

121

93 92

122

94 9S 96

123

98 97

124

,-'-

RIO MARA~ON MEDIO(2111AJ


POT ENCIALSANTIAGO

H I DROELECTRICO211 O Fig. 77

NACIONAL FLO W DIAGRAM: 2/2

********************************************************************************************* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 8 ** *, DE PUNTOS 25 ** DEL RIO CENEPI), .

, CODIGO 2109* # DE ESTACIONES HIDROMETRICAS: O ******-**************************************************************************************

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************.*AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *********

12345678

SHINGATZATUNDUZAACHUIMEKAMPANACOMA IRATAMBOMORINAJENCENEPA

13579121719

246811161825

260.0420.0550.0260.01080.01870.e.250.0

2670.0

723.91066.7780.8748.9626.0661.9689.2763.7

936.1991.7945.2940.2921.1929.4930.3945.9

20.035.025.025.060.080.025.0164.0

0.650.340.880.420.300.290.400.10

2.311.001.151.460.510.820.800.57

0.080.080.050.100.060.040.100.06

********

* **************************************************************************,******************** CARACTERISTICAS DE LA CUENCA 7360.0 731.7 939.5 434.0 0.04 0.82 0.06 *****************************************************************************************************************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 39 ** * # DE PUNTOS : 124

** DEL RIO SANTIAGO , CODIGO 2110 * # DE ESTACIONES HIDROMETRICAS O *********************************************************************************************

*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE*

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

*****************************************

123456789

101112131415161718192021222324252627282930313233343536373839

LOJATRAUYACUAMBICABEZASNANGARIZABECERRAGUALAQUIZAINDANZATARQUINUCHANGARABENGASPOMARNEGROCRUZADOABANICOVOLCANTUTANGOSACHUPIANZAUPANOYUNGANZANAMANGOZACUAMBOSHUAMBIZACHAPIZAAMPAMACUCASACANDUNGOSSOLEDADROBINSONAYAMBISHUAMBIZATIMOTHYCHINGANZATATANGOSASHEVANOVELASQUEZPUTUSHINSANRAFAELSANTIAGO

1358

1014161820222426283033353739414749596264676971737577

808284879092949799

2479

13151719212325272932343638404648586163666870727476798183868991939698

124

490.0430.0

1400.0670.0

1700.0470.0490.0560.0220.0300.0690.0890.0380.0620.0200.0220.0410. O340.0

2380.0'760.0

3300.01120.0640.0570.0230.0270.050.0

200.070.0

890.0

220.0120.0860.0610.0330.0240.0770. O190.0

8700.0

824.7787.2795.7788.4788.1660.3674.3633.0796.9792.1682.5775.9723.8708.0820.3817.9716.6788.6791.4700.2768.1754.5602.9676.4667.4463.4546.8627.6629.3572.4

475.9550.0530.2510.6525.5528.5531 .2521 .2646.8

2687.62696.62697. 92696.42695.52665.12667.72658.32696.82694.82669.72694.02680.82677 .O

2689.82691. O2678.92695.82693.12675.12691.82683.62650.72665.02666.82561.22610.12650.62649.62620.0

2568.22614.82594.82581 .32601.12602.42579.82597.72620.2

30.025.075.045.0110.O40.040.040.025.025.p30.045.025.050.035.020.035.035.0130.0

45.0167. O

55.035.048.020.025.025.020.014. O60.0

25.018. O50.050.020.016. O55.015. O

468.0

0.540.690.250.330.140.290.310.350.350.480.770.440.610.250.160.550.330.280.140.380.120.370.520.250.570.430.080.500.360.250.350.370.340.240.820.940.250.840.04

0.640.970.500.600.470.260.620.411.021.090.660.401.420.910.570.860.270.770.550.680.910.740.680.761.160.260.751.371.990.511.051.740.590.551.742.230.752.580.54

0.060.060.050.070.060.090.080.070.110.080.040.050.070.080.170.090.090.100.050.060.050.050.050.080.090.090.500.100.200.07

0.110.150.060.080.060.070.070.080.05

****************************************

**************.******************************************************************************

* CARACTERISTICAS DE LA CUENCA 33000.0 692.1 2655.4 2091.0 0.00 0.70 0.06 **********************************************************************************************************************************************************************************~******

111

-

RIO MARAÑON ALTO(2101 )

7'3_1

W 211..5RIO CHINCHIPE64 ....

(2107 )

65

2 1

RIO CHIRIACO60.97

66.( 2116)

67

S"

3

68

7 6

69lO 3. S RIO CENEPA

(2109 I

RIO NIEVA33.9

70...( 2117)

9 8

1027.0RIO SANTIAGO71

(21 10)

72

11 fO

73

74

75

76

12 13 14

21 2223

796.4 RIO MORONA15 - 7719 20 (z

'"B)

16 24 78

2~ 26 27 28 i9 3018

79

17

EVALUACrON DEL D I A GR A M A FLUVIAL:

POTENCIALMARAÑON ME O 10 2111 A Fig. 7

H lORO EL ECTRICO

NACIONAL FLOW DIAGRAM 1/2 I'-114

1,2

1,3 ~33 32 3138 39

"\)0.

1,0 1,1 35 34

1,5 81~5

51, 56 57 5837 53

8249 60

36 f---4 >--52

1888.0R I O PASTAZA

1,8 59 83 ( 2112)46 47

51 84

~63 62 51SO

85

86

,RIO BAJO MARAÑON

I(211/,) 5290.7

1

EVALUACION DEL DIAGRA M A FLUVIAL:

POTENC IAL MARAÑON MEDIO 2111A Fig. 79HI DR OELECTRICO I

NACIONAL FLOW D1AGRAM:2/2 113

18

19

20ECUADOR

21

. . .1 2 3

22 ECUADOR

~,5 G

2) //// ////// ///// / /////////////

2i.

9 8 7

25

26

11 10

27

12 13

28

11. 15

29

30

16 17

31

~-~~- RIO MARAÑON MEDIO (2111A)


POTENC IAL MORONA 21118 Fig. 80HIDROELECTRICO


********************************************************************************************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA *

, DE TRAMOS 24 ** *

, DE PUNTOS 86 *

*DEL RIO MARA NON MEDIO CODIGO 2111A *

, DE ESTACIONES HIDROMETRICAS O *.

********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD


**CODIGO* NOMBRE

*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) *

********************************************************************************************

* **

1 YUPICUZ 1 2 210.0 486.2 916.4 15.O 0.93 0.12 0.07*

* 2 CAMBAZA 3 5 650.0 538.0 925.0 40.0 0.41 0.52 0.06*

*3 CUSU 6 7 220.0 393.9 2487.8 20.0 0.55 0.07 0.09 *

*4 CANANYA 8 9 335.0 321.0 2464.3 35.0 0.27 0.03 0.10

**

5 BANCO 10 11 280.0 338.4 2476.9 30.0 0.31 0.88 0.11*

*6 APAGA 12 14 2080.0 597.9 581.4 85.0 0.29 1.27 0.04

** 7 DOSDEMAYO 15 16 640.0 482.8 567.7 55.0 0.21 0.10 0.09

**

8 ALCHIYACU 17 18 190.0 244.7 521.7 40.0 0.12 0.07 0.21*

*9 YANA 19 20 210.0 472.4 564.1 50.0 0.08 0.08 0.24

**

10 AICHIYACU 21 24 1500.0 548.4 573.4 120.0 0.10 0.03 0.08*

* 11 POTRO 25 30 1760.0 506.4 565.9 185.0 0.05 0.22 0.11 **

12 BAGAZAN 31 33 620.0 217.2 2407.2 65.0 0.15 0.17 0.10 ** 13 URITUYACU 34 35 905.0 279.9 2440.2 40.0 0.57 0.64 0.04 **

14 RUMIYACU 36 37 380.0 426.6 554.0 40.0 0.24 0.02 0.11 ** 15 YANAYACU 38 39 320.0 455.9 558.7 30.0 0.36 0.05 0.09 ** 16 CAHUAPAN 40 41 170.0 433.5 554.6 40.0 0.11 0.05 0.24

**

17 HUNGAYACA 42 45 290.0 564.5 575.8 39.0 0.19 0.13 0.13*

* 18 PUMAYACU 46 47 165.0 441.8 556.3 30.0 0.18 0.07 0.18 ** 19 NAHUATI 48 49 370.0 222.2 518.3 40.0 0.23 0.05 0.11 ** 20 SILLAY 50 53 890.0 292.8 530.4 75.0 0.16 0.13 0.08

**

21 CAHUAPANAS 54 58 2110. O 540.5 569.3 170.0 0.07 0.47 0.08*

* 22 ARIPARI 59 60 810.0 180.2 512.0 45.0 0.40 0.02 0.06*

*23 UNGUMAYO 61 63 1335.0 162.2 2362.2 100.0 0.13 0.01 0.07

** 24 MARANON MED 64 86 7785.0 246.9 1559.5 495.0 0.03 0.04 0.06 ** **********************************************************************************************

CARACTERISTICAS DE LA CUENCA 24225.0 368.5 1177. 5 1884.0 0.00 0.20 0.08 *********************************************************************************************

*1 CUSHIME 1 3 790.0 660.7 2665.2 50.0 0.32 0.17 0.06

** 2 MANGASISA 4 6 1570.0 624.7 2652.3 70.0 0.32 0.19 0.04*

* 3 SITUCHE 7 9 1080.0 520.9 2598.6 80.0 0.17 0.22 0.07** 4 AMASA 10 11 640.0 389.8 2512.7 50.0 0.26 0.15 0.08 *

* 5 ATUNHUASI 12 13 590.0 453.0 2554.4 40.0 0.37 0.43 0.07 ** 6 TANGARANA 14 15 600.0 418.5 2532.0 40.0 0.37 0.48 0.01 ** 7 ARAMAYA 16 17 650.0 271.7 2437.5 50.0 0.26 0.18 0.08

** 8 MORONA 18 31 10150.0 535.8 2504.7 450.0 0.05 0.15 0.04***********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 16070.0 525.7 2533.8 830.0 0.02 0.19 0.05*********************************************************************************************

********************************************************************************************

* TRIBUTARIOS CONSIDERADOS SEPARADAMEN1E ********************************************************************************************** AMARAN/CHIN 64 62988.5 2485.5 890.0 4599.9 0.00 7.91 0.07 ** CHIRIACO 66 4125.0 1754.9 803.2 247.0 0.07 3.89 0.06 ** CENEPA 69 7360.0 731.7 939.5 434.0 0.04 0.82 0.06 ** NIEVA 70 4330.0 711.1 603.2 335.0 0.04 0.13 0.08 **

SANTIAGO 71 33000.0 692.1 2655.4 2091.0 0.00 0.72 0.06*

* MORONA 77 16070.0 525.7 2533.8 830.0 0.02 0.19 0.05 *

*PASTAZA 83 40997.0 1077.3 2389.1 2692.0 0.01 0.87 0.07 *

********************************************************************************************* CARACTERISTICAS ACUMULATIVAS 193095.5 1329.1 1676.5 13112.9 0.00 3.21 0.07 *********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 ** * # DE PUNTOS 31 ** DEL RIO MORONA . CODIGO 2111B *, DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)

********************************************************************************************** *

115

61

62

63

. . .3 2 1

5l.

ECUADORS l.

55

6 7

66

8 9 10

67

f----.-12 11

68eCUADOR

15 1l. 13

6~

70

25 21. 23 22 21 20/'./ /' /// /' //././/////./ ///.////~ 19 17

71

18 1~2G 27 ,

72

29 28

J30 73

31 71.

32 33 3[. 3') 3G

75

37 38 39

7G

l.0 l.1 ~2 l.3 l.l.

L5 L75L

LGTL8 77

55l.9 50 51 52 53

78 56

GO 59 58 57

79

- MARA ÑON.-..::r ~RIO MEDIO ( 2111A)


POTENCIAL

H IDROELECTRICO PASTAZA 2112 Fig. 81NACIONAL FLOW DIAGRAM:

116

DEL ECUADOR

200.0

63

61.

1 2

65

1. 3

66

67

5 6

68

7 811

G9

12

70 15

139 10

16

71 11.

19 18 17

72

20 2\

73

DEL ECUADOR 22 23 21.27

71.

100.0 28

~'

.25 26

29 1.0 7S

50 51 52 53 51. 55 56 57'1.

5&1.9

59 &032 35 38

76

31 31. 37 1,) 1.8

77

30 33 36 1.2 4761 62

"78

1.6 1.52 29 6 .8

\

RIO MARAÑON BAJO (2111.)

EV ALUAC ION DEL DI AGRAMA FLUVIAL:

POTENCIALTIGRE 2113 Fig. 82H IDROELECTRICO


***********.*.**********************************~**************..~..~~ ~*.********

"REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 20 *

* *~ 79 *

" DEL RIO PASTAZA , CODIGO 2112 *# DE ESTA 0N_ JMETRICAS O *

***************************************************************** .*** ******************

*TRAMO *

PUNTOS * ALTURA LLUVIA LONG FAC R PENO. DENSIDAD *

*****************************"**** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM"KM) (METROS) (MM/ANO) (KM) (-) (%) (1!KM) *********************************************************************************************

"....

"*..

*..

..

*..

*..

*********

234567891011,21314151617181920

LATACUNGAVERDE GRANDELLUKINONIOJAPALORACOPATAZACAPAHUARI EROTUNOCHECHEROTOBOBONAZATUNIGRAMACAPAHURICHECHERETAHUASAGAMENCHARIHUITUYACURIMACHICHAPULIMAHUACAUNGURAHUIPASTAZA

146811131618202628303237404549545761

357101215'719252729313639444853566079

2625.0225.0155.0

1343.0879.01086.0515.O221.O

3800.0210.0230.0589.0

3408.0945.0

4040.02403.03139.O510.0766.0

13908.0

3864.53347.82220.61916.2973.0792.8748.9571.2713.5370.0338.0386.4357.2282.5288.2300.8270.8300.5243.51471.6

1679.01800.52336.52601.32685.62690.82685.02626.52635.02499.02476.62510.52490.02441.32444.32452.72435.42451.32421.72310.3

85.030.040.080.070.0100.050.030.0

230.040.040.050.0190.0'08.0219.0140.0195.0105.0185.0705.0

0.360.250.100.210.180.110.210.250.07O.

'

30.'40.240.090.080.08O.'20.080.050.020.03

4.4910.373.122.351.190.330.562.230.640.470.440.420.230.210.170.280.180.210.140.99

0.030.130.260.060.080.090.100.140.060.190.170.080.060.110.050.060.060.210.240.05

******************************************************************************************************************

*CARACTERISTICAS DE LA CUENCA 40997.0 1077.3 2389.1 2692.0 0.0' 0.87 0.07 *

****************************************************************************************************************************************************************************************

********************************************************************************************

* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 20 *

* * I DE PUNTOS 78 ** DEL RIO TIGRE , CODIGO 2113 * I DE ESTACIONES HIDROMETRICAS O **********************************************************************************************

TRAMO*

PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)

*********************************************************************************************

**"******************

1234567891011121314151617181920

SHINGUITOPORTILLOSAN ANTONIOSTA BARBARAHUANGANOYACUBARATILLOTANGARANAINTUTOPORTALPAVAYACU ASHIVICYACUMACOSANIPLATANOYACUSABALOYACUPAVAYACUCAPIRINACOPALYACUCORR lENTESTI GR ILl O

TIGRE

3579111520222527303336394145506163

246810141921242629323538404449606278

290.0290.0440.0370.0780.01460.04050.0260.0560.0270.0870.01400.01070.0910.0740.O

1360.01200.05110.0790.0

11900.0

482.0488.4442.2442.0404.5434.5435.2382.0329.7324.6428.5456.3442.5393.0410.2401.2382.2415.9267.5333.0

2983.62982.32991.62991.62999.12993.12993.02986.62957.82954.72994.32988.72991.52994.12998.02988.62984.22988.52894.32922.3

20.015.030.030.040.0125.0200.040.060.035.055.0100.080.060.040.095.0110.O290.050.0

439.0

0.72,

.290.490.410.490.090.10O.'6O.

'6

0.220.290.140.170.250.460.150.100.060.320.06

0.751.030.580.630.620.280.220.690.520.680.330.340.360.340.610.380.450.390.550.30

0.070.050.070.080.050.090.050.150.110.130.060.070.070.070.050.070.090.060.060.04

*********************

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 34120.0 386.1 2963.8 1914.0 0.00 0.39 0.06 *****************************************************************************************************************************************************************************************

RIO M ARAÑON MEDIO (2111 A)

5290.7

RIQ HUALLAGA INF. 217&.058 2 1>

( 2118 B J

59 3

8 7 G 5 t..

60

13 12 11 10 9

61

15 11,

(;2 17 16

20 1!) 18

63

3t.. 2321 22 33 32

61, 35 21,

1,2 /.1 311,0 2739 38 37 36

GS

/,7 30 2G

6G

1,8 2!) 25

50103 1.1.

TlGRE(2113)

49 672196.8

28

51 S2 S3"G

SI, SS SG 57

68

45

G9

, 111,11.6

RIO AMAZONA S ( 2301 J ~R10 UCAYALI (2208C)


POTENC IALBAJO M ARAÑaN 211" Fig. 83HIDROELECTRICO

NACIONAL FLOW DIAGRAM119

33

31,

1 235

3G

-5 6 7

1. 37

3 38

-

10 9 8

39

1.0

11 12

MAGUNCHAL (17.6)1,1 221506 [6]

--15 ,1, 13

1.2

1& 17

QDA. HONDA ( 3.9)1.3 221501. [l.]

-20 ~18

1,1,

21 22

TOMAQUE (2.1.)1.5

221':107[7] _

-23 21. 25

I.G

27 2G

1.7

28 29 30

1.8

32 31

1.9

~RIO ALTO MARAÑON (2101 )


POTENCIAL

H IDROELECTRICO UTCUBAMBA 2115 Fig. 84


*1 PAVAYACU 1 3 1620.0 180.4 2380.4 100.0 0.16 0.12 0.06

** 2 NUCURAY 4 8 2580.0 178.7 2378.7 180.0 0.08 0.10 0.07

**

3 URITUYACU 9 13 3820.0 176.8 2376.8 170.0 0.13 0.12 0.04*

* 4 YANAYACU 14 15 390.0 176.5 2375.8 50.0 0.16 0.24 0.13*

*5 PATAYACU 16 17 300.0 174.O 2374.0 30.0 0.33 0.32 0.10

**

6 CUINICO 18 20 1050.0 171.7 2371.6 55.0 0.35 0.30 0.05*

*7 SHIRICYACU 21 22 360.0 171.7 2371.7 35.0 0.29 0.29 0.10 *

* 8 YURACYACU 23 24 380.0 174.3 2374.3 30.0 0.42 0.33 0.08*

* 9 PACAYACU 25 27 740.0 172.9 2372.9 70.0 0.15 0.20 0.09*

*10 PATAYACU 28 31 1510.O 199.6 2397.2 115.O 0.11 0.27 0.08

**

11 TIGRILLO 32 35 1560.0 182.3 2381.5 120.0 0.11 0.23 0.08*

*12 CHAMBIRA 36 42 3280.0 181.5 2380.6 176.0 0.11 0.25 0.05

**

13 YANAQU ILLO 43 44 390.0 147.4 2347.4 30.0 0.43 0.22 0.08*

*14 CAUCHIO 45 46 70.0 177.0 2377.0 35.0 0.06 0.28 0.50

**

15 YANAYACUGRAN 47 49 1710.0 169.5 2369.4 95.0 0.19 0.16 0.06 **

16 SAMIRIA 50 57 ,15 580 . O 177.1 2377.0 270.0 0.21 0.15 0.02*

*17 MARANONINFER 58 69 9390.0 169.1 2368.0 306.0 0.10 0.24 0.03

** *********************************************************************************************


**********************************************************************************************

TRIBUTARIOS CONSIDERADOS SEPARADAMENTE*

*********************************************************************************************

MARAN M/HGA 58 285659.1 1312.4 1589.4 18564.0 0.00 2~83 0.06*

*TIGRE 67 34120.0 386.1 2963.8 1864.0 0.01 0.40 0.05

*******************************************************************1***************************

CARACTERISTICAS ACUMULATIVAS 364509.1 1086.2 1814.5 22295.0 0.00 2.41 0.06*

********************************************************************************************

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA

*# DE TRAMOS 17 *

* * # DE PUNTOS 69 ** DEL RIO BAJO MARANON , CODIGO 2114 *

# DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS



DE A *(KM*KM) (METROS) (104M/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** *

***********************************************..******************************************** REPRESENTACIUN y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS

'7 ** _ * # DE PUNTOS 49 ** DEL RIU UTCUaAM8A . CODIGO 2115 * # DE ESTACIONES HIDROMETRICAS' 3*************************************************************************************.;.*****

* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM DREN**CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (S)' (1/KM;*

***************************************************************************************************************

234567391011121314151617

LA JALCACHILIQUINSONCHELAI~UDTOTOSTACATALINA1STACATALINA2YANCHICATEQDAHONDA SUPQOAHONDA II~FPUCACAPALL INSUPCAPALLININFCAJARUROTOMAQUENINOUTCU3AMBA

35811131416181921232426283133

247

1012141517192022242527303249

106.0

2'7.O550.0350.0108.0980.0150.0118.O240.030.0

'98.0173.070.083.0

340.0135.O

3659.0

2683.01941.41924.52441.81598.1, 921.O1863.02773.11633.3691. O

2012.91805.91734.01408.21750.81412.61873.6

1030.9833.6834.8972.2763.2337.4820.01059.4781 .5594.8859.8811. O791. O726.4800.6724.2837.8

11.O11.O33.012.O10.O38.03.0'5.O9.04.0

14.O17.03.013.O15.O12.O

164.0

0.831.790.512.431.080.68

*16.

0.522.961.871.O10.607.780.491.510.940.14

, ,

.899.605.35

,0.54

11.323.64

40.4313.89

l' .674.85

'4.549.09

41.437.53

14.148.397.51

0.100.050.060.030.090.040.020.'30.040.130.070.100.040.160.040.090.04

*'

************************************************************************************************************

* CARACTERISTICAS DE LA CUENCA 7507.0 1902.8 840.4 384.0 0.05 8 7.

***~**************************************************************************;*~****~;~;*************************************************************************~**********************-

12'

10

BALSAPATA (16.9 I 1111221G01 [1]

12

2 1

13

lo 3

14

7 6 S

113

8 9

1&

~RIO MARAÑON MEDIO I 2111 Al


POTENCIAL

HIOROELECTRICOCH IRIACO 2116 Fig. 85

NACIONALFLOW DIAGRAM:

122

!)

10

11

~12

12

-

3 4

13

G S

l'

7 8

15

~RIO MARAÑON MEDIO (2111A)


POTENCIAL NIEVA 2117 Fig. 86HIDROELECTR ICO

FLOW DIAGRAM:NACIONAL

123

* ** 1 AFLUENTE A 1 2 240.0 2099.7 874.1

'

6.O 0.94 7.08 0.07*

*2 AFLUENTE a 3 4 300.0 1866.7 821 .4

'

4.o , .53 10.00 '0.05 ** 3 SHUSHUNGA 5 7 700.0 1669.3 785.2 40.0 0.44 4.05 0.06 *

*4 AFLUEIHE C 8 9 385.0 920.1 632.2 30.0 0.43 3.15 0.08 *

* 5 CHIRIACOSUP 10 11 810. o 2341 .'

933.4 50.0 0.32 1.73 0.06*

* 6 CHIRIACOINF 11 16 1690.0 1630.7 774.O 97.0 0.18 3.76 0.06*

*1 NUMPATYACU 1 2 540.0 761 .1 6'0.3 50.0 0.22 O.

'5 0.09

** 2 Ai>18UJA 3 4 240.0 608.3 583.6 30.0 0.27 0.30 0.12 ** 3 QUINGUIZA 5 6 220.0 465.5 559.8 25.0 0.35 0.20 0.11

**

4 CHIANGOS 7 8 370.0 432.2 554.8 50.0 0.15 0.07 0.14*

*5 NIEVA 9 15 2960.0 763.5 612.7 180.0 0.09 O.'O 0.06

** *

* REPRESENTACION y SARACTERISTICAS DE LA CUENCA * # DE TRAMOS 6 *

* * # DE PUNTOS 16 ** DEL RIO C~IRIP~0 , CODIGO 2116 * # DE ESTACIONES HIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ****************.****************************************************************************


********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5 *-* * # DE PUIHOS 15

** DEL RIO NIEVA , CODIGO 2117 * # DE ESTACIONES HIDROMETRICAS o ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD **************-*-***********J******** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)

********************************************************************************************** *

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4330.0 711.' 603.' 335.0 0.04 0.'3 0.08 ****************************************************************************************~*********************************************************************************************"***

124

--IS8

159

160

161

1 2

162'1"

5 1. 3 15 11

1 (;3

e 16 12& 7 8

161. 17 13

25t33

-

3"32

23'31 30 29 28 27 2G10

PUENTE TARUCA (65.81 I l' GS2J

I221809 [9J 91

16618 19 22

37 36 35 21

1G7 I1zo

i 1.0 39 38I

~~1,2-:1

16c)

'~ 170I . .i 1.7 1.6It'71

5652~

55 S" 53

I172.~. . I

57

"1"

173 51 50

i . .l

ÚO S9

171,i

~175

l. · .: 6S 61, G3tI

E- . . .I

69 68 67 66

it-

EVALUACION DEL DI A GRAMA FLUVIAL:

POTENCIAL

HIOROELECTRICOH UALLAGA SUP 2118A Fig. 87

NACIONAL FLOW DIAGRAM : 1/2 _. 12f

72 71 70

178 95

"

J'~~: ,

" " 9778 7G 75

96

17973

180 100

113 111

118120

119

121

181

117 11() 115 114

REQUENA(216.1)182221804 [4J

122 123 124 125

183SAN CRISTOBAL (19.6)

221803[3J

129 128 127 126

184

130 131

SHANAO (391. 1)185 221802 [2J.

149141

148 147 13914G

18G

140 138

187

152150 151

CUMBAZA (8.11188 153 221801 [1]

157 156 155 154

189

2287.4

RIO HUALLAGA IN F.

(2118B)

87

88

92 91

85

109 108 107 10G 10584 82 80

83 81 79

134r32

135 . 33

--,

"144 il.3 142

1177

EVALUACION DEL

POTENCIAL

H I DROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

HUALLAGA SUPFLOW DIAGRAM:

126

13(j

137

145

2118A Fig. 88

2/2

********************************************************************************************


*, DE TRAMOS 58

** *

, DE PUNTOS : 189*

*DEL RIO HUALLAGA SUPERIOR CODIGO 2118A

*, DE ESTACIONES HIDROMETRICAS 5

*,

***********************************************************************.****...**..*******..

*TRAMO . PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. .

*CODIGO* NOMBRE*

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) .

**********************************...*******..**********.*.********.**.*..***.************..

* **

1 PUCURHUAY 1 2 147.4 4071.0 999.2 20.0 0.37 5.82 0.14 .

*2 TINGO 3 5 292.7 3988.4 968.6 38.0 0.20 4.43 0.13 .

*3 BLANCO 6 8 265.2 3991.7 968.9 33.0 0.24 7.06 0.12

**

4 HUASCACOCHA 9 10 183.6 4410.3 1090.8 22.0 0.38 4.66 0.12*

* 5 USHUGOYA 11 13 161.1 4113.4 1010.6 28.0 0.21 6.02 0.17 ** 6 NILAILA 14 17 266.4 3924.6 947.0 39.0 0.18 6.03 0.15

**

7 QUIO 18 19 67.3 4005.3 981.4 17.O 0.23 10.15 0.25 .

*8 CHACACHINCHE 20 23 268.0 3804.4 910.0 28.0 0.34 9.39 0.10 *

*9 HUACARI 24 25 100.0 3507.1 803.5 16.0 0.39 9.99 0.16 *

*10 HUERTAS 26 34 1097.5 3847.7 921.2 104.0 0.10 6.80 0.09 .

*11 HIGUERAS 35 37 710.9 3220.9 730.9 52.0 0.26 3.81 0.07 .

*12 CONCHUMAYO 38 40 922.8 3013.3 667.3 56.0 0.29 3.75 0.06 .

* 13 TAMBOGAN 41 42 340.3 3003.3 1751.0 45.0 0.17 2.78 0.13*

* 14 PANAO 43 45 592.5 2665.3 1630.3 50.0 0.24 3.94 0.08 ..

*15 CHINCHAO 46 47 405.9 2211.5 1504.4 29.0 0.48 4.92 0.07 *

* 16 CAMOTE 48 49 626.1 1772.4 1303.3 41.O 0.37 2.49 0.07 .

*17 MONSON 50 52 888.0 1817.8 1368.1 63.0 0.22 3.29 0.07 .

* 18 PATUY RONDOS 53 56 1274.9 2643.2 1651.7 75.0 0.23 4.38 0.06 **

19 TULUMAYO 57 58 1090.7 937.3 1308.2 61.0 0.29 0.49 0.06 .

* 20 CUCHARA 59 60 591.2 1017 .1 1296.3 48.0 0.26 1.37 0.08*

*21 MAGDALENA 61 62 532.8 818.2 1310.1 56.0 0.17 1.21 0.11

** 22 STA MARTHA 63 65 1139.2 1948.5 1524.7 82.0 0.17 2.89 0.07 .

* 23 CHUNTAYACU 66 69 2338.5 2450.7 1633.0 113.O 0.18 2.99 0.05 ** 24 TOCACHE 70 72 1377 .2 1877 .9 1354.0 77.0 0.23 2.27 0.06

**

25 COTOMONO 73 74 572.6 1518.9 1268.1 52.0 0.21 2.05 0.09 **

26 MISHOLLO 75 78 1180.7 2425.5 1615.6 90.0 0.15 2.88 0.08*

* 27 HUAMBO 79 80 1102.4 960.7 1296.2 83.0 0.16 0.20 0.08 *. 28 PUCAYACU 81 82 373.2 1500.5 1262.6 34.0 0.32 2.07 0.09 .

* 29 S IMACA 83 84 503.0 1201.4 1280.0 42.0 0.29 1.06 0.08 .

*30 HUABAYACU 85 86 976.5 1830.5 1312.6 56.0 0.31 2.34 0.06

**

31 MOLLON 87 88 571.O 3002.5 1750.7 44.0 0.29 3.42 0.08 ** 32 PAJATEN 89 90 1111.4 2021 .5 1410.5 67.0 0.25 2.16 0.06 .

* 33 JEPELACHE 91 94 2055.0 2285.5 1546.6 116.O 0.15 3.42 0.06 .. 34 TUMAC 95 96 386.6 3022.0 1755.7 26.0 0.57 5.38 0.07 **

35 CURVO 97 99 1182.4 2585.0 1607.2 69.0 0.25 4.70 0.06 .

*36 ABISEO 100 102 2102.0 1500.1 1394.9 115.O 0.16 1.70 0.05 *

* 37 PACHILLA 103 104 690.5 500.1 1375.0 71 .O 0.14 0.26 0.10 .

*38 HUALLABAMBA 105 113 4289.5 1563.2 1399.0 231. O 0.08 1.58 0.05 .

*39 SAPOSOA 114 117 1966.2 1097.3 1303.6 117.O 0.14 1.45 0.06 .

*40 CHUPICHOTAL 118 119 849.7 753.2 1319.7 30.0 0.94 1.42 0.04 *

* 41 BIABO SUP 120 124 5616.6 654.8 1340.1 217.0 0.12 0.62 0.04 .

* 42 BIABO INF 124 125 155.1 480.0 1380.0 10.0 1.55 2.07 0.06 .

* 43 SISA SUP 126 128 1652.0 866.0 1315.3 102.0 0.16 0.98 0.06 ** 44 SISA INF 128 129 50.0 450.0 1387.5 8.0 0.78 2.25 0.16 **

45 PANASA 130 131 990.4 744.7 1324.2 51.O 0.38 1.11 0.05 ** 46 SERRANO 132 133 370.7 2600.9 1660.2 42.0 0.21 2.91 0.11 .

*47 CANDAMO 134 135 386.1 2202.4 1500.7 41 .O 0.23 2.90 0.11 *

*48 TONCHIMA 136 137 1509.6 920.9 1299.8 90.0 0.19 0.09 0.06 .

* 49 MORROYACU 138 139 955.0 1118.6 1291.6 40.0 0.60 2.86 0.04 .

*50 TARAPOTO 140 141 415.0 724.6 1326.4 43.0 0.22 1.15 0.10 .

* 51 MAYO SUP 142 147 4644.4 1344.6 1356.1 209.0 0.11 0.97 0.05*

* 52 MAYO INF 147 149 642.4 384.9 1403.0 40.0 0.40 0.49 0.06 **

53 CHIPURANA 150 151 1551.2 408.3 1398.5 76.0 0.27 0.46 0.05*

*54 YANAYACU 152 153 691.6 481.0 1379.8 45.0 0.34 0.63 0.07

** 55 CAINARACHE S 154 155 452.0 837.8 1306.2 32.0 0.44 1.40 0.07 .

* 56 CAINARACHE I 155 157 720.0 467.9 1380.7 55.0 0.24 0.97 0.08 .

* 57 HUALLAGA SUP 158 165 1096.7 3558.9 832.5 101.O 0.11 5.74 0.09 .

*58 HUALLAGA MED 165 189 17638.0 1005.0 1311 .5 686.0 0.04 1.45 0.04 .

.***..****.*.....**...********.****...*******.**........*...***...**...*.***.***********..****


*****************.***..******.*.*******.******..*..*********.*********..*.~...*...*.*.**.***.*****************.**.**...*..**.*******..****.***.***.*****.*****..*.*******.****.*****.***

127

RIO HUALLAGA SUPo (2118A)

2287.4,

27

28

1 Z.

29

S1.

~730 8 6

12 11 lO 9

31

11. 13

32

1& 16

33

21 1917 18

31. 22 20

26 2S 24 23

3S

2679.2

RIO BAJO MARAÑON

(2114 )


POTENCI AL HUALLAGA INF 2118 B Fig. 89HIDROELECTRICO

FLOW DIAGRAM:

28 NACIONAL

127

128

129

3 2 1

S7 130

8 7 6S8 5

131

S9 - 1.11

1032 31 30

132

ÚO 912 13

3S 3l. 33 11. 15 16 17

1

133

úl18 19 20 21 22

---------------.38 37 36

l.3 13t.

t ú221. 23

l.l.1.2 1.1 1.0 39 26 25

135

1.5 63 . 5129 28 27

1.6 PAUCARTAMBO (16.3 )

2301.01. :41 52 13 ú

- -

úl. - 67 68 (-.9 70 71 721.8 ÚS 66 SO SI. S6

137

1.7 1.9 53 SS

73 71.

138

75 7ú77 78

~139. 86 81. 8279 80 81

11.0 87 85 83

92 91 90 89

88

1

RIO VILCANOTA

112.3

(2202 )

-- f -EVALUACION DEL

1:;POTENCIAL

H IDROELECTRICO

NACIONAL

DIAGRAMA FLU V lA L:

URUBAMBA 2201

~Fig. 90

1/2~ ,.....-..- 129

FLOW DIAGRAM:

1l.1

91. 93

11.2

9G 9

11,3

. .97 98

11.1.

100 99

1/,5

['"102 lO

101. 11.G

07 108 109 1lO10G

10!\- 11.7

113 11t.112

115

111- "8

11G 117

1¿!)

---.--1~9 11

ISO

120 121

151

121, 125 126123

152

122 1191, m 3/5,

EVALUACION DEL

POTENCIAL

H IDROELECTRICO

NACIONAL130

'5

8

RIO UCAYALI (2208C) ~ RIO TAMBO

DIAGRAMA FLUVIAL:

URUBAMBA 2201

FLOW DIAGRAM:

(22088)

Fig. 91

2/2

***.***************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 12 *

* *# DE PUNTOS 35 I!

* DEL RIO HUALLAGA INFERIOR, CODIGO 2118B * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE .. DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) *.*******************************************************************************************

**

*.. MATADORSHANUSICACHIYACUCHARAPILLEPARANAPARIZAPOTEYACUSHISHINAHUAARMANAYACUNURACYACUZAPOTEAIPENAHUALLAGAINF

***..

*..

*..

***

23456789101112

1357913151719212327

24681214161820222635

1450.31463.4761.9773.O

2542.0978.01308.2705.0783.4895.01648.04125.0

230.0426.5503.1422.3368.6179.3185.9180.6180.0169.5158.9180.7

1434.01393.51374.81394.61406.51446.21444.31445.81446.01449.11452.31445.8

70.0120.056.049.0132.046.083.057.062.095.0

147.O241.O

0.300.100.240.320.150.460.190.220.200.100.080.07

0.100;230.640.530.700.070.050.100.050.030.030.10

0.050.080.070.060.050.050.060.080.080.110.090.06

***********..*

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 17433.2 255.3 1430.0 1158.0 0.01 0.20 0.07 ********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** HUALLAGA S 27 75130.4 1515.0 1402.7 4324.0 0.00 2.36 0.06 ********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 92563.6 1277.7 1407.8 5482.0 0.00 1.90 0.06 *********************************************************************************************

-._******._.*-* *...* **.*.*..*.***** ****.*******************.*******.******

* REPRESENiACION y CARACiERISilCAS DE LA CUENCA * # DE TRAMOS 46*

* * # DE PUNTOS : 152 ** DEL RIO URUBAMBA . CODIGO 2201 * # DE ESiACIONES HIDROMETRICAS: 1 **.* ***..***..**.* *.*..**.* ******.******************************************

*iRAMO * PUNTOS * ALiURA LLUVIA LONG FACTOR PENO. DENSIDAD *

***********~********************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE

*DE A *(KM*KM) (METROS) (MM/ANO) (KM) ,(-) (%) (l/KM) *

**.*.***.***.*..**...*...****..**** *****************.*************************.*********

* ** HUAROCONDO 1 3 737.4 3779.0 673.4 49.0 0.31 3.73 0.07 ** 2 HUADQUINA 4 5 271.0 3477.5 1126.8 20.0 0.68 12.68 0.07 *~ 3 SANiA iERESA 6 8 290.8 3706.7 1138.2 35.0 0.24 6.85 0.12 *

* 4 LUCMA 9 11 1036.2 3288.7 1121.6 68.0 0.22 4.37 0.07*

*5 SANTA MARtA 12 13 387.4 3071.1 1103.4 47.0 0.18 3.71 0.12 *

* 6 ACOBAMBA 14 17 977.1 2564.1 1085.8 62.0 0.25 8.10 0.06 **

7 YANATILI 18 22 2238.5 2218.1 1073.4 132.0 0.13 2.79 0.06 **

8 ICHIQUIATO 23 24 383.5 1018.3 1209.9 34.0 0.33 1.17 0.09*

*9 CONAORTAYOC 25 26 556.4 2027.7 1061.3 52.0 0.21 2.57 0.09 *~ 10 CONCEBIDAYOC 27 29 824.4 2038.6 1095.9 82.0 0.12 3.02 0.10 *

* 11 PINCHIMURO 30 32 165.5 4629.9 776.0 21.0 0.38 8.94 0.13** 12 LAURAMARCA 33 35 136.2 4475.7 749.2 22.0 0.28 6.20 0.16 *

* 13 PALIAMAYO 36 38 159.9 4146.3 715.2 24.0 0.28 4.39 0.15 ** 14 CAiCA 39 42 229.9 3837.6 680.5 31.0 0.24 3.52 0.13

** 15 JACHACALLA 43 46 282.9 4305.0 734.3 28.0 0.36 8.28 0.10 ** 16 MICA 47 48 278.6 3557.6 646.8 25.0 0.45 2.64 0.09 **

17 COLLUME 49 50 166.9 3380.2 633.8 21.0 0.38 2.13 0.13*

* 18 COLQUEPATA 51 52 287.0 3253.0 625.7 29.0 0.34 4.72 0.10 ** 19 EXIS 53 54 463.3 2436.6 639.9 27.0 0.64 3.01 0.06

**

20 LACO 55 56 346.6 2109.6 741.1 40.0 0.22 1.07 0.12*

* 21 YAVERO SUP 57 65 1146.2 3910.1 692.3 86.0 0.15 4.68 0.08 ** 22 YAYERO INF 65 72 3938.3 2447.7 678.4 231.0 0.07 1.62 0.06 **

23 TICUMPINEA 73 74 1153.0 1731.8 850.4 70.0 0.24 1.93 0.06*

*24 ilMPIA 75 76 738.4 1576.3 897.1 77.0 0.12 1.42 0.10

** 25 CASHIRIANE 77 78 604.8 1503.4 919.0 64.0 0.15 1.30 0.11 ** 26 CAMISEA 79 81 1108.7 1359.7 1000.8 98.0 0.12 1.34 0.09

** 27 PAROiORI 82 83 353.0 2027.3 766.3 41.0 0.21 2.98 0.12 ** 28 ROMANA 84 85 843.0 1979.3 778.6 72.0 0.16 1.76 0.09

** 29 PAGORANI 86 87 628.0 1322.0 1025.2 50.0 0.25 1.90 0.08 I!

* 30 PICHA 88 92 1354.8 1580.6 1030.4 95.0 0.15 2.21 0.07 *********~**********************I!************************************************************

131

* 31 HUIPAYA 93 94 938.4 1024.2 1190.3 67.0 0.21 0.82 0.07 ** 32 HUIRITIRICAY 95 96 232.2 583.8 1715.4 26.0 0.34 0.58 0.11 ** 33 PAQUIRIA 97 98 767.9 452.3 1847.7 57.0 0.24 0.03 0.07 ** 34 SANCHA 99 100 532.1 801.9 1448.5 52.0 0.20 0.73 0.10 ** 35 MIARIA 101 102 175.8 609.5 1687.9 39.0 0.12 0.46 0.22 ** 36 SERJALI 103 104 963.0 505.7 1795.4 67.0 0.21 0.06 0.07 ** 37 AMASISA 105 106 691.5 468.9 1831. 1 75.0 0.12 0.06 0.11 ** 38 MISHAGUA 107 110 2491.5 475.5 1824.5 140.0 0.13 0.08 0.06 ** 39 SHEHA 111 112 821.4 465.7 1834.3 59.0 0.24 0.06 0.07 ** 40 SHEPAHUA 113 115 2380.1 457.0 1843.0 170.0 0.08 0.04 0.07 ** 41 PINRIA 116 117 752.8 385.4 1914.6 45.0 0.37 0.07 0.06 ** 42 SEPA 118 119 1206.7 651 .7 1635.9 89.0 0.15 0.36 0.07 ** 43 MAPALIA 120 121 387.3 390.3 1909.7 42.0 0.22 0.16 0.11 ** 44 MISHANSHA 122 123 1432.3 463.2 1836.8 102.0 0.14 0.06 0.07 ** 45 INUGA 124 126 3518.5 441 .7 1858.3 163.0 0.13 0.10 0.05 *'* 46 URUBAMBA 127 152 12661.7 1544.8 1173.1 610.0 0.03 2.57 0.05 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 52040.8 1577.0 1253.3 3536.0 0.00 2.03 0.07 ********************************************************************************.************* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE **********************************************************************************************

VILCANOTA 127 7271 .7 4365.8 752.9 682.0 0.02 4.71 0.09 ********************************************************************************************** CARACTER 1ST ICAS ACUMULATIVAS 59312.5 1918.9 1192. O 4218.0 0.00 2.46 0.07 *********************************************************************************************

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA

* I DE TRAMOS 14 ** * # DE PUNTOS 71

** DEL RIO VILCANOTA CODIGO 2202

*.

# DE ESTACIONES HIDROMETRICAS 1 *,********************************************************************************************* TRAMO * PUNTOS

*ALTURA LLUV IA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.**CODIGO* NOMBRE

*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *

********************************************************************************************* **

1 CULLUNUMA 1 3 343.7 4909.2 834.1 32.0 0.34 2.52 0.09 ** 2 HUANCANE 4 5 288.1 4920.9 836.2 27 .0 0.40 1.86 0.09 ** 3 PUMANUTA 6 7 181. 6 4967.9 844.4 22 .0 0.38 4.05 0.12 ** 4 CULLUNUMA 8 10 251 .2 4583.1 778.4 25.0 0.40 4.06 0.10 ** 5 AUCARA 11 12 180.7 4630.5 785.3 24.0 0.31 2.28 0.13 ** 6 ACCO 13 16 523.8 4675.4 795.6 50.0 0.21 2.35 0.10 ** 7 HERCA 17 22 623.9 4218.5 724.3 63.0 0.16 3.14 0.10 ** 8 VILCANOTA 23 30 958.5 4077.9 711. 6 78.0 0.16 3.83 0.08 ** 9 YANAMAYU 31 34 190.3 4652.8 789.8 27.0 0.26 3.89 0.14 ** 10 PITUMARCA 35 40 505.2 4649.3 791.8 54.0 0.17 6.94 0.11 ** 11 TIGRE 41 43 162.4 4428.4 754.4 24.0 0.28 7.78 0.15 ** 12 CHUYMAYU 44 46 110.3 4119.7 714.9 21. O 0.25 6.92 0.19 ** 13 HUATANAY 47 51 478.1 3672.2 667.2 42.0 0.27 5.06 0.09 ** 14 VILCANOTA 52 71 2473.9 4284.1 741 .7 193. O 0.07 6.18 0.08 *

*********************************************************************************************

REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 46 ** * I DE PUNTOS : 152 ** DEL RIO URUBAMBA , CODIGO 2201 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************

* TRAMO W PUNTOS * ALTURA LLUVIA LONG' FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *

* *********************************************************************************************

* CARACTERISTICASDE LA CUENCA 7271.7 4365.8 752.9 682.0 0.02 4.71 0.09 *****************************************************************************************************************************************************************************************

133

29

30

4?31

43

32

44 4 5 4628

27

26

109

110

111

112

..2

ANGOSTUR A (11. B)113

¡ 2 3o 5 o 1) [11

114

115

6 5 4

7116 8

12 11 10 9

117 201819

13 11, 15 17 16

118 21

39 4025 24 23 22

41 119

1,7 48 4938

120

3752 51 50

36 121

53 54 55

122

123

;6 57 58

124

60 59

125

134

EVALUACION DEL

POTENCIAL

HiDROELECTRICO

NACrONAL

DIAGRAMA FLUVIAL:

A PUR I M A e s u P 2203 AFLOW DIAGRAM:

112

Fig. 93

126

127

128

lZ9

130

66 e.s 6/, 63 &2 61

131

132

133

13'. .'-67 68

. 135

103

JlÓB 107 106 105 ID/,

1/'3,9 9' 87 86m3/Seg.

RIO APURIMAC 90 102IN F. ( 2203FJ

. .....698~ 84 '03 82 81101

~88

79 80100

99

78 77 76

98

97

....75 74

96

95

73 72 71- -

94 70

93 , 69

. 92

EVALUAC ION DEL DIAGRAMA FLUVIAL:POTENCIAL APURIMAC SU P 2203 A Fig. 94H rDROELECTR ICO FLOW DIAGRAM

2/2 lNACIONAL

"

27

28

29 1

30 .2

-S 1. 3

31

~6 7 8 9

32

10 11 12 13

I 33

16 IS 11.

34

3S

36

. .19 18 17

37

fo 21 22

38

26 25 24 2;¡

39

.403

52.2 mIs

RfO APURIMAC INF.

(2103F)

EVALUACION DEL DIAGRAMA FLUV I AL:POTEN CI AL

SANTO TOMAS 2203 B Fig. 95H IDROELECTRICO


***********************************************************4********************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA

*# DE TRAMOS 31 *

* * # DE PUNTOS : 135 ** DEL RIO APURIMAC SUPERIOR, CODIGO 2203A * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************

*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ********************************

123456789

101112131415161718192021222324252627282930

31

HUARHUAKCOCAYOMANIICHUCANASANUHUAYLLUMAYOJARO MAYOJAPO MAYOQUEROCASILLOCHAQUIMAYOPALLPATAMAYOHUICHUMACANIPIASALADOTAcnPICHIGUATACUMAYOCANINCORALIVITACAPARUROCALQUEMAYOCACANSAMAYOQUINICATACAYCHAPAMPASAINATACH ILLOROLLALIMAMAYOUCUCHAVElILLEAPURIMAC 1APURIMAC 2

1479

13161822262933363942505356596167697174767981868892

109113

368

12151721252832353841495255586066687073757880858791

108113135

676.4204.1147.6461.1152.5121 .3280.1554.0

65.5345.2383.6269.8395.8980.8186.1234.8247.3157.8769.3159.4207. 9437.8165.6239.3147. 3314.5137.3187. 4

1767.2624.5

2516.3

4531 .54566.74614.84486.24217.64177.14274.74347.04268.84376.44158.24161.64332.34136.44174.84054.74093.04297.64207.24079.34749.24685.14481.24362.43975.74168.74130.34112.84108.54663.03992.2

713.471 1 .7709.3715.7731. O731.8726.5723.4727.0721.6734.4734.5725.1736.6733.4740.9738.0725.1730.4739.1702.4705.7715.9721.9746.8734.2735.2737.5743.6706.8748.0

45.032.017 .059.030.022.028.052.023.051. O41. O34.046.0

120.028.038.038.023.058.024.027 .043.025.030.024.045.026.030.0

183.0'59.0

221. O

0.330.200.510.130.170.250.360.200.120.130.230.230.190.070.240.160.170.300.230.280.290.240.260.270.260.160.200.210.050.180.05

1 .513.002.041.782.541.783.452.571.841.981.252.251.001.063.081.041.413.166.475.852.792.632.673.052.174.113.226.725.221.915.18

0.070.160.120.130.200.180.100.090.350.150.110.130.120.120.150.160.150.150.080.150.130.100.150.130.160.140.190.160.100.090.09

******************************** *

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 13537.6 4237.5 731.6 1522.0 0.01 3.25 0.11 *****************************************************************************************************************************************************************************************

~******************************************************************************************** REPRESENTACION Y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 9 *

* * 11DE PUNTOS 40 ** DEL RIO SANTu TOMAS , CODIGO 2203B * # DE ESTACIONES HIDROMETRICAS O

********************************************************************************************** TRAMO * PUNTOS


********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **********

1234567a9

TIRANERAKAPATACHALLHUANEHUARAJOCONTUIH ACHIHUACALLACHAL L Ar~A Y0

CúCHASAIHO TOr~AS

136101417202327

259131619222640

70.2'85.7313.6330.5211 .7257.4170.7418.71113.5

4802.74624.44648.54452.64473.74091.34178.83866.73978.9

990.4964.8970.2945.8947.9901.6914.1866.8877. O

14.O36.037.037.028.036.025.040.0119.O

0.360.140.230.240.270.200.270.260.08

4.713.955.704.965.784.427.684.757.37

0.200.190.120.110.130.140.150.100.11

********** *

***********.********************************************************************************* CARACTERISTICAS DE LA CUENCA 3072.0 4195.8 909.4 372.0 0.02 5.87 0.12

*****************************************************************************************************************************************************************************************

137

3

l.

5

1 2

6

7

815.1 m3¡s

~RIO APURIMAC (2203FI


POTENCIAL

H IDROELECTRICOPUNANQUI 2203C Fig. 96


15

IG

17

18

)1)

1 2 3 t.

20

21. .G 5

22

11 lO 9 a 7

23

12 13 U 51.5 m3¡s

A PURIMAC I NF (2203F)

EVALUACrON DEL DIAGRAMA FLUVIAL;

POTENCI AL

H IDROELECTRICO V I LCA BAMBA 22030 Fig. 97

NACIONAL FLOW DIAGRAMA;139

-

I

33

3/.

35

36

3 2 1

37

~5 6 7

38

.21 39

22 40

23 1,1

9 824

42

2S11 10. . .

12 13 1443

. 26

44

27 28 29 30 31 3220

&S

19

, 46

106.8 m3¡s18 17 16 15 V- RIO APURIMAC I NF.

( '2. 2 O 3 F )


POTENCIAL PACHACHACA 2203 E Fig. 98HIDROELECTRICO

NACIONAL FLOW D IAGRAM~40

*1 CONDORCARCA 1 3 396.3 4338.5 1017 .3 35.0 0.32 3.75 0.09

** 2 CARAYBAMBA 4 7 362.1 4448.9 1031.1 34.0 0.31 7.54 0.09

**

3 HUACASA 8 9 48.7 3803.8 950.5 14.0 0.25 9.59 0.29*

*4 CAPAYA 10 11 34.4 3822.4 952.8 10.0 0.34 13.89 0.29

** 5 SEGUINA 12 14 193.3 4594.3 1049.3 28.0 0.25 5.87 0.14 ** 6 JAJANTIA 15 20 983.1 4474.2 1034.3 54.0 0.34 8.75 0.05 ** 7 ANTABAMBA 21 32 1341.4 4011.1 973.5 113.O 0.11 8.89 0.08 **

8 PACHACHACA 33 46 2248.6 4001.6 974 .0 139.0 0.12 9.80 0.06 *

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA · # DE TRAMOS 2 .

* * # DE PUNTOS 8 ** DEL RIO PUNANQUI , CODIGO 2203C

*' DE ESTACIONES HIDRO~ETRICAS: O *.******************************************************************************************** TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD**********.***********************. AREA PROMEDIA PROMEDIA RIOS FORMA PROr4. OREN. **CODIGO* NOMBRE

* DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (~) ('/KM) ******************************************.**************************************.***..*******

2TAMBOLLAMAYOPUNANQUI

13

28

150.O643.3

4085.64107.4

902.7903.2

23.O56.0

0.280.2'

1.934.84

0.150.09

*******************************************************************************4*************

* CARACTERISTICAS DE LA CUENCA 793.3 4103.3 903.1 79.0 0.13 3.99 0.10 .

***************************~************************************************************************************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 5 *

* * I DE PUNTOS 23 ** DEL RIO VILCABAMBA , CODIGO 22030 * I DE ESTACIONES HIDROMETRICAS O ********************************************************************************************.* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** ** 1 ANCAHUAYO 1 4 659.8 4520.3 952.0 39.0 0.43 5.97 0.06 ** 2 PARAJAY 5 6 160.8 4565.2 956.5 25.0 0.26 6.43 ~.16 ** 3 CHUQUIBAMBIL 7 11 536.2 4121.9 906.1 39.0 0.35 9.58 0.07 ** 4 YAURIQUILLA 12 14 250.3 4095.0 901.9 25.0 0.40 10.24 0.10 ** 5 VILCABAMBA 15 23 967.8 4405.5 937.5 99.0 0.10 7.51 0.10 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 2574.9 4355.7 932.4 227.0 0.05 7.78 0.09 *****************************************************************************************************************************************************************************************

*********************************************************************************************

REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 8 ** *, DE PUNTOS 46 ** DEL RIO PACHACHACA , CODIGO 2203E *, DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** *


141

142

EVALUACION DEL

POTENCIAL

H IDROELECTRICO

NACIONAL

RIO APURIMAC SUPo

(2203A)

1L.3.7 rils

ss

56

57

5

:, 2.2

RiO SANTO TOMAS(22038)

t.

23

58

1 *---15.'m~O PUNANQUr

6 (2203C)

59 91

851.5

RIO VILCABAMBA(22030)

DIAGRAMA FLUVIAL:

APURIMAC INF 2203 F Fig.FLOW DIAGRAM 1/2

99

-.

70

. 3120 30

71 32

35 34 33

72

-37 36

73

38 39

74

A

42 41 40

7'5 ( SAN FRANe Iseo )

230502 [2J

, 76

-4j 44

77

47 46 45

78

. -48 49

79

52 51 50

80

- 5453

81

RIO ENE RIO MANTARO( 2208 A) ( 2205C)

EVALUAC ION DELDIAGRAMA FLUYI AL:

POTENCIAL APURIMAC INF 2203F Fig. 100HIDROELECTRICOF L ow D[A6RAM:

NACIONAL 2/2 143

LAGUNA CHOCLOCOCH A 131

132

133

A CUENCA DEL Rro134

I C A . ( 138 ) . 1,.1 S

135 ( LOS6 7

85 1, 3

9 136

10 137 VISCAPALPA230702 [2J

11 11 13 11, 15 1&

138

17 18 19 20 21 21

139

11,0

35

141

3630 31

32 141

37

33 11,3

38

RAYUSCA(5.1) 31, 11,4

230704 [4J

39 1,0 1,1 42 1,3 1,1, 1,5 1,619

145

18

j"(URUBAMBAI 230707 [7] 146

16 25 14 1361 147

1,7 1,8 1,9 50 51 5262

78 11,8

63 68

7959 58 57 56 55 51, 53

64 69 11,9

80

65 70 150

al

&6 71 15 ¡

82

67 ss 72 152

83 81, (:3.t.~ 86 87 88 89 90HUASA AMPA 77

230705 [sJ 15373 74 75 76

EVALUACION DEL

PO T E NC I ALDIAGRAMA FLUVIAL:

H ID R O ELECTRICO PAMPAS 2204 Fig. 101FLOW DIAGRAM :

144 N ACION AL 1/1

93 92 91

í'"

94 155

103101. 1O Ij 10 é 107 108 109 110 111, 99

102 156

98114

-'" -115 11& 117101

97 113 157

100

96 112 158

95 159

160 l. PTE. PAMPAS ( 18O_O)130703 [3J

161

, 162

. 163

, 16l.. . . . . .123 122 121 120 119 118

165

16&

167

4 168

169

170

. .' 128121. 125 126 127 129 130

171

1n

173

, 17t.3

?t. 1. 8 mis.O;

~APURIMAC IN F. ( n03 F )

,- .. JDIAGRAMA FLUVIAL; iEVALUACION DEL

10~POTENCIAL PAMPAS 22 04 Flg.

HIDROELECTRICO

NACIONAL FLOW DIAGRAM 'l/2 145

************************************************************************~*******************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 23

** * I DE PUNTOS 81

** DEL RIO APURIMAC INFERIOR. CODIGO 2203F *, DE ESTACIONES HIDROMETRICAS O

********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (1/KM) *********************************************************************************************

* **

1 PUNANQUI 1 2 346.7 3270.2 726.5 14.0 1..17 12.93 0.04*

*2 STO TOMAS 3 5 333.2 3265.7 .725.0 27.0 0.46 12.4g 0.08 *

* 3 TRAPICHE 6 7 143.6. 3t50.8 688.2 25.0 0.23 4.22 0.17 *

*4 PAMPUTA 8 9 244.4 3844.4 868.8 31.0 0.25 5.34 0.13 ,

* 5 VILCABAMBA 10 13 1107.2 3404.0 768.7 47.0 0.50 11.24 0.04 ** 6 PACHACHACA 14 17 2487.8 3231.0 713.9 77.0 0.42 9.57 0.03 **

7 MOPILLO 18 19 228.43007.6 1001.5 31.00.24 7.10 0.14*

*8 PACAYBAMBAS 20 21 109.3 3291..3 1058.2 23.0 0.21 7.63 0.21

**

9 PAMPACONAS 22 24 561.4 3071.8 1000.4 53.0 0.20 7.49 0.09 ** 10 APUR1 25 26 261.9 1877.3 1337.8 28.0 0.33 5.34 0.11

** 11 APUR2 27 28 81.1 1836.6 1348.4 15.0 0.36 8.52 0.18

** 12 CHIRUMPIARI 29 30 44.0 1981.0 1306.7 10.0 0.44 14.69 0.23 ** 13 SACHABAMBA 31 32 345.6 3733.8 1132.8 32.0 0.34 7.22 0.09 ** 14 APARITABUMCO 33 35 390.9 3320.2 1057.8 42.0 0.22 9.81 0.11 ** 15 SAMOGAN 36 37 80.3 1825.9 1358.2 23.0 0.15 6.20 0.29 ** 16 SAMANIATADO 38 39 92.6 1817.5 1360.7 13.0 0.55 11.78 0.14

** 17 SANTAROSA 40 42 307.7 1844.5 1354.0 29.0 0.37 8.38 0.09 ** 18 CHURITIARU 43 44 26.6 1572.4 1437.7 10.0 0.27 12.61 0.38 ** 19 PIENE 45 47 846.7 3249.5 1049.9 70.0 0.17 5.15 0.08 ** 20 PICHARI 48 49 383.4 2794.2 1135.3 37.0 0.28 6.25 0.10 ** 21 ACON 50 52 300.9 2528.3 1213.1 34.0 0.26 3.89 0.11 ** 22 QUISTO 53 54 68.7 2510.2 1199.0 10.0 0.69 25.44 0.15 ** 23 APURIMAC 55 81 6563.6 2782.5 981.5 376.0 0.05 8.80 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 15355.9 2959.8 948.4 1057.0 0.01 8.39 0.07 **********************************************************************************************

TRIBUTARIOS CONSIDERADOS SEPARADAMENTE*

********************************************************************************************* PUNANQUI 1 793.3 4103.3 903.1 79.0 0.13 3.99 0.10 ** STO TOMAS 3 3072.0 4195.8 909.4 372.0 0.02 5.87 0.12 ** VILCABAMBA 10 2574.9 4355.7 932.4 227.0 0.05 7.78 0.09 ** PACHACHACA 14 5607.9 4157.0 993.5 427.0 0.03 8.58 0.08 ** APURIMAC SU 55 13537.6 4237.5 731.6 1522.0 0.01 3.25 0~11 **

PAMPAS 65 23741..6 3821..1 853.0 1446.0 0.01 8.17 0.06*

********************************************************************************************* CARACTERISTICAS ACUMULATIVAS 64683.2 3775.4 868.9 5130.0 0.00 6.54 0.08 *********************************************************************************************


** **

# DE PUNTOS : 174*DEL RIO PAMPAS

. CODIGO 2204* I DE ESTACIONES HIDROMETRICAS' 3 *

*************************************************************************************;******* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND *********************************** AREA PROMED IA PROMEDIA RIOS FORMA PR

. DENSIDAD

*CODIGO* No E ~M. DREN.*MBR

*DE A *(KM*KM) (METROS) (14M/ANO) (KM) (-) (~) (1/KM)

*******************************************************************.************************** .

*1 PALMITOS 1 5 361..1 4622.1 761..2 34 O O 3 *

* 2 SECO 6 10 298.0 4331.9 948.2. . 1 6.37 0.09

:* 3 CHALHUAMAYO 11 16 595.2 4189.7 1048.0 32.0 0.29 4.21 0.11

** 4 ALPACANCHA 17 22 465.8 4323.0 950.4 41.0 0.35 5.62 0.07

* 5 URABAMBA 23 29 1164.0 4150.4 1072.842.0 0.26 5.40 0.09

:* 6 LUCANAMARCA 30 34 761.4 4210.5 1025.6

60.0 0.32 2.14 0.05

** 7 CARACHA SUPE 35 40 1356.3 4293.8 976.7 40.0 0.48 6.59 0.05

** 8 CARACHA INFE 40 46 1131.1 3875.3 1159.150.0 0.54 3.43 0.04

** 9 HUANCAPI 47 52 255.6 3513.9 984.9 60.0 0.31 7.58 0.05

** 10 VISCHONGO 53 59 737.6 3816.4 1218.942.0 0.14 1.96 0.16

*'1 NEGROMAYO 60 67 652.0 4286.354.0 0.25 6.90 0.07

** 12 PANCOY 68 72 451.3 3975.0 ;~~:; 56.0 0.21 4.79 0.09

** 13 HUANCARAMA 73 77 202.7 3762.0 559.4 41.0 0.27 6.92 0.09

** 14 SONDONDO SUP 78 85 1332.0 4305.2

40.0 0.13 4.56 0.20*

* 15 SONDONDO INF 85 90 1028.0 3544.9 ;~::~67.0 0.30 6.30 0.05

:* 16 YANAMAYO 91 94 141.6 4067.5 .674.1 47.0 0.47 10.78 0.05

* 17 PAUCHE 95 99 411.4 4049.7 677.7 30.0 0.16 3.54 0.21 ** 18 SORAS 100 111 2482.7 3876.0 700.4 40.0 0.26 6.13 0.10

** 19 HUANCARAY 112 117 812.8 3721.1 724.3

107.0 0.22 8.85 0.04*

* 20 TOROBAMBA 118 123 860.9 3374.0 48.0 0.35 9.19 0.06*

* 21 CHUMBAO 124 130 681.9 3638.6 ~~~:~ 52.0 0.32 10.48 0.06*

* 22 PAMPAS SUPER 131 160 4564.9 3758.7 952.2 60.0 0.19 10.43 0.09*

* 23 PAMPAS INFER 160 1]4 2993.3 274.0 0.06 9.77 0.06*

*3050.4 848.3 129.0 0.18 17.73 0.04

*

*******************************************************************************************:* CARACTERISTICAS DE LA CUENCA 23741 6 3821 1 853 O 1446 O .***************************************;*******;********;*******;***~;~~****~;~~****~;~~***:f*************************************~***,*******~*****************************************

146

103

104

105

4 S 6 73

210G

SAN JUAN (9.6)

230933 [33]~1

1.0 107

8 9 10 11 12

It.~~108 110 I I

1.0I. 11.0

16 15 14 13LAGO

t JUNI NI 0.5 109I

17 18 19 20

110UPAMAYO 124.0)

230999 [I,30J[32J

COLORADO (1.9) 230932 11124

37

1-I

1.0 I

+I

38

EVALUACION DEL

POTENCIAL


------

PALLANGA ¡ 1.8)230902 [2J

39

21

31

50

47

51 5211.51

~A RIMAC )

22

HUARON M-2 (3.5)230903 [3J

-11

t.:. 1.0 CARHUACAYAN (7.8\0.5 1" 230904 [I.J,11 43

''1.4 / lO. -~3(;¡

.",35 1.5

- - - ~ A R I MACl.8 49 53

23 2SIt 1.0I 230931.[34J

327

HU ARON( 2.3 )

SI. 55CORPACANCHA (2.!)

230995 [38, 41]

57 58 S9

PTE. CHULEC (52.7\ 121230906 [6J

DIAGRAMA FLUVIAL:

FLOW DIAGRAM:

M A N T A R O SU p

26

112

113

114

115

116

1.6

117

56

118

GO

119 MAL PASO (1.6.1.)230931=21;

120 CASARACRA (2.2)230905 [SJ

64 63 G2 61

2205A Fig. 103

, /2 147

;II 0.51... . .89 90 91

127

12'0

102 101 100 99 98

129

NI E VE

~7.0 1

I1

tI 1.0- --1

I 76 7778

HUARf.(7.4)

**_ ~5_H t L~_~~.[7279 80 81 82 83

O~

PINASCOCHAS(~ 0.5230911 85 86 ---87- -1 (9.0)

[I1J ,PACHACA'tD

COCHAS TUNEL(6.0) 88 :

230910[10J130912 [12].

"93 94 95

148

EVALUACION DEL

POTENCIAL

H I DROELECTR I eo

NACIONAL

.165

:~5i óó

I

1

"RUMICHACA( OJ.)

MINAS E--2. 67230904[4]0.5'

IPOMACOCHA{2.4) I 68230936[36] 10.5 7

71'--72 CUTOFF(S.6) 7 41 ~ 230935[35JL 0:5 _1

75

.92 96I.¡.-

I0.5 t

- ----

PTE.5TUART(

90.8 )

230909 [9J

122

123

124

12S

126

97

MANTARO MEDIO

(22058)

DIAGRAMA FLUVIAL:

MA N TA R O SU p

FLOW DIAGRAM:

2205 A Fig. 101.

2/2

********************************************************************************************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 40 *

* * # DE PUNTOS : 129 ** DEL RIO MANTARO SUPERIOR , CODIGO 2205A * # DE ESTACIONES HIDROMETRICAS 19 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ***************************************************************************************************************************************

12345678910111213141516171819202122232425262728293031323334353637383940

GASUANHUARUPAMPABLANCOLAGO .JUNINRACRANCANCHACOLORADO SUPCOLORADO INFANTICONAHUARONTAi"¡BOCASACANCHACONOCANCHA ACONOCANCHA BCONOCANCHA CCONOCANCHA DGASHACORPACANCHAACORPACANCHABPUCAYANATOCHUARCO AATOCHUARCO BPUCARA SUPPUCARA INFYAUL I AYAUL I BYAULI CANDAYCARUGAHUARI SUPHUAR I INFPINASCOCHASAPINASCOCHASBPACHACAYO APACHACAYO BPACHACAYO CQUISUALCANCHMANTARO AMANTARO BMANTARO CMANTARO DMANTARO E

1481317212527293134374042444750535761636567697173767983858789949698103106110119121

3712162025262930333640424446495356606364676871737578838487889496971021'06110119121129

106.0100.3286.61582.9

90.7251 .5

2.275.016.6

153.2174.1243.8

6.59.6

123.5155.2175.7277.5142.4270.2

1.5143.6

6.7242.3159.291.8133.1263.6

1.3194.3

3.1478.938.9118.5316.7498.6129.6892.3296.6935.8

4373.84363.84566.94282.44331 .44501. O4089.04379.84200.04601.24586.94566.34377.74326.74273.34574.94658.24414.34550.74245.73908.04564.84153.04736.84426.94156.74607.14619.13700.04376.93950.04456.73919.54012.04075.04291 .84170.94246.74253.63984.3

1090.81087.31158.3764.01076.4802.7722.2781 .5750.0821 .3817.9814.2781 .1772.2762.8815.8832.2787.5812.5758.0677. O814.4738.2847.3789.7739.2822.4824.6637.5781 .O687.5792.7679.9703.0718.51062.1939.7757.9759.4696.6

25.026.048.032.027.040.03.010.O6.0

22.O24.030.02.03.018.O20.023.024.027 .026.01.O

15.O3.0

25.015.O15.O18.O41.O1.O

20.01.O

47.06.06.0

38.039.011.O79.021.O79.0

0.170.150.121.550.120.160.240.750.460.320.300.271.621.070.380.390.330.480.200.401.500.640.740.390.710.410.410.161.300.493.100.221.083.290.220.331.070.140.670.15

0.820.782.132.141.461.750.374.812.104.213.781.42

15.8013.032.722.914.274.725.203.1115.805.126.035.585.875.186.835.009.703.8920.404.596.808.453.781.011.652.794.925.08

0.240.260.170.020.300.161.360.130.360.140.140.120.310.310.150.130.130.090.190.100.670.100.450.100.090.160.140.160.770.100.320.100.150.050.120.080.080.090.070.08

******************************************

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 9189.9 4332.8 810.5 917.0 0.01 3.60 0.10 *****************************************************************************************************************************************************************************************

149

.4

. . .5 El 7

150

EVALUACION DEL

POTENCIAL

H IDROELECTR I C O

NACIONAL

n,sl

R 10M A N T A R O S U P.

( 22 OS A )

10&

1.0

t 107"'- - - - - - -¡

YANACOCHA ( 6.&)1,0,230925 [25J

~

?

AN GA:;,IV\AYO (15.9)3 230913 [131 108

o

.18

.19

1~ 11 LO~ 12 13

"¡

V::'PU:"10¡':~ 29I

109

.Z309151151 . ..~

l

' 110'1 q '1 ~ 22 23

\ \1.0, \ I~ 30 111

05~ O,5~ I I QUILLON (11.0)

\ \, ~ 3'

-1112 230J17 (\'J]

38 394 O

17 MOYA 126.2)210924 [2 4] 113

10I

--1--r 43 f 114

15 41 42

~41. 115

. . .52 53 5[,

55

CHINCHI [lfi.6) ~ 1162'30995 [19,27J

35 36

.49

.51

.50

.. 117I

~ 120

DIAGRAMA FLUVIALr--¡

MANTARO MEDiO 22058 i Fig. 105i

1/2 LFLOW DIAGRAM :

121

90

61 122

91

62 123

92

63 124

93

64 125

1.094

~230922 [22J 230911 [2 IJHUAPA (10.0) 65 ALLCOMACHAY ( 35.9) 11.6

95 96 97 98 99 100 101 102 10389

104 10560

117

59 SANTA ELE N A ( 7.6 ) 88

I230923 [23]

128

L-_ _ 1~ 58

76 75

87 129

57 ?t.

86 130

S& 73

85 131

72

56 67 68 69132

84 71 230916 [16J

133 PONGOR

83 70(290.3)

77 78 7<) 80 81 82290.3 m3/ s( 9.5 ) .

RIO MANTARO INF.( 2205 e )

EVALUACION DEL

POTENCIAL

H IDROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

MANTARO MEDIO 2205 B Fig. 106FLOW DI AGRAM: 2/2

151

[290.3 ) RIO MANTARO ( 22015 6 )

MED.37

38

B .4t~~~840

3 2 1

l.1 C)11 10

42 12

t

I

18 17 16 15 14 13

20 1943 21

1

. ..-----.. . . . . .

. 27 26 215 24 23 22

~l.4

jJ 1.15

.--e--- -. .--.,

28 29 3'.;

. ,

.

.,

------.-- - ;,1

J;~G33 34

.

~31

t Sv

RIO E~I E ~R!C' APURIMAC INF

(2208 A) (2203F)

-----.".-- -.-----..--T

- -----.------EVALUACION DEL DI AGRAMA FLUVIAL:

POTENCIAL MAN TARO INF ""'#',rLJ..v,. J i Flg. 107HIOROELECTRICO

FLOW DIAGRAM: I2 NACIONAL

..-....- . ._....1.-- __._______ _____~._-"..15

EJ

********************************************************************************************

*REPRESENTACION y CARACTER IST ICAS DE LA CUENCA * # DE TRAMOS 23 *

* * # DE PUNTOS : 133*

*DEL RIO MANTARO MEDIO CODIGO 2205B * # DE ESTACIONES HIDROMETRICAS 11

*.

********************************************************************************************* TRAMO

*PUNTOS


********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.*

*CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*

********************************************************************************************

* **

1 AGUACHI 1 3 67.9 3954.9 693.7 19.O 0.19 3.75 0.28*

*2 CONAS SUPERI 4 10 1010.4 4321.4 745.3 63.0 0.25 4.88 0.06

**

3 CONAS MEDIO 10 12 533.4 4024.2 703.4 14.O 2.72 7.99 0.03*

*4 CONAS INFERI 12 14 158.3 3595.4 643.4 17.0 0.55 4.70 0.11

**

5 SANTO 15 17 557.7 4493.7 996.7 23.0 1.05 8.19 0.04*

*6 AMARAES SUPE 18 22 613.7 4596.2 789.8 41.O 0.37 6.23 0.07

**

7 AMARAES INFE 22 23 10.4 3650.0 651. O 4.0 0.65 7.50 0.38 ** 8 CANIPACO INF 24 31 694.7 4241.1 736.0 77.O 0.12 4.37 0.11 **

9 VILCA SUPERI 32 39 1190.2 4334.4 967.5 75.0 0.21 6.47 0.06*

*10 VILCA INFERI 39 40 13.8 3450.0 840.0 3.0 1.53 15.50 0.22

**

11 PALLCA 41 44 192.9 4186.9 946.9 28.0 0.25 8.16 0.15*

*12 ICHU 45 55 1218.6 4219.4 949.8 97.0 0.13 6.10 0.08 *

* 13 ASOHUARMA SP 56 59 570.0 4402.0 757.3 32.0 0.56 6.06 0.06*

*14 ASOHUARMA IF 59 60 62.3 3882.0 683.5 12.0 0.43 5.31 0.19 *

*15 HUAYANAY 61 65 458.2 4038.8 705.4 37.O 0.33 4.63 0.08

**

16 PACCHO 66 69 252.0 4183.9 725.8 33.0 0.23 5.65 0.13 **

17 PONGORA 70 76 1275.7 3563.0 638.8 61.O 0.34 7.79 0.05 ** 18 CACHIMAYO 77 89 2115.9 3742.7 665.0 131.0 0.12 6.22 0.06

**

19 HUARPA SUPER 90 95 960.1 4328.7 966.6 48.0 0.42 7.96 0.05 ** 20 HUARPA MEDIO 95 104 1134.O 3517.3 632.9 74.0 0.21 8.64 0.07 **

21 HUARPA INFER 104 105 17.9 2300.0 480.0 4.0 1.12 4.00 0.22*

* 22 MANTARO MEDC 106 119 3145.7 3954.3 764.2 150.0 0.14 8.41 0.05*

*23 MANTARO MEDD 119 133 2326.2 3431.8 832.8 164.0 0.09 11.00 0.07

** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 18580.0 3958.3 782.4 1207.0 0.01 7.24 0.06 *********************************************************************************************I

*TRIBUTARIOS CONSIDERADOS SEPARADAMENTE *

********************************************************************************************* MANTARO SUP 106 9189.9 4332.8 810.5 917.0 0.01 3.60 0.10

********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 27769.9 4082.2 791.7 2124.0 0.01 5.67 0.08 *********************************************************************************************

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS lO ** * # DE PUNTOS 50 ** DEL RIO MANTARO INFERIOR

. CODIGO 2205C * # DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO *

PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*********************************************************************************************

* ** 1 UPAMAYU 1 4 260.2 3723.4 695.5 33.0 0.24 9.75 0.13

** 2 HUANCHUY 5 8 702.5 3760.5 694.8 49.0 0.29 10.97 0.07 ** 3 MATIBAMBA 9 12 328.8 3836.3 695.7 39.0 0.22 10.28 0.12 **

4 PARIAHUANCA 13 18 770.8 3480.5 709.9 50.0 0.31 14.49 0.06*

*5 PUNTO 19 21 238.9 3753.6 698.2 29.0 0.28 5.90 0.12

** 6 SN FERNANDO 22 27 931.9 3038.9 759.9 65.0 0.22 9.21 0.07 ** 7 PARA ISO 28 30 419.3 3047.5 736.5 33.0 0.39 11.80 0.08

** 8 UCHUYUNCA 31 32 92.5 2477.2 827.8 21.0 0.21 4.25 0.23

**

9 QUINQUIPUNCO 33 36 447.7 3179.6 725.7 40.0 0.28 13.08 0.09*

* 10 MANTARO INF 37 50 2630.0 2580.4 828.3 196.0 0.07 11.81 0.07** *


********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** MANTARO MEDIO 37 277769.9 4082.3 791.7 2124.0 0.06 5.67 0.00

*************************************************************************.******************** CARACTERISTICAS ACUMULATIVAS 284592.4 4058.2 791.0 2679.0 0.04 6.76 0.00

*********************************************************************************************

153

4G

41j

.2 1

46

1,7

-4 3

'8A

() 5

49

21,

9 108

11

7- 50 21j

12 13 '4 261j1

J22

~21 20231j2 27I. .~

30 29 2834 33 32 31 19 16

53

18 j5 .

36 31)

51, 17

37 38

Ijlj

. .41 40 39

56

57

43 1,2

':18

59

~RIO UCAYAlI (2208C)


POTEN CIALPACH ITEA 2206 Fig. 108H lORO ELECTRICO

NACIONAL FLOW OIAGRAM:154 I

20

21

22

2 1

23

65 1.. 3

7 21..

B 9 10 11

12 13

1

2':1

11.. 1':> 16

26

19 18 17

27

459. 3 m3¡s

~RIO UCAYALI (220BCJ

EVAlUACION DEL DIAGRAMA FLUVIAL:

POTENCIALAGUAYTIA 2207

H IDROElECTRICO Fig. 109NACIONAL FlOW DIAGRAM:

155

RIO APURIMAC INF.

(2203F)'''.'1

t.11,.1 RIO MANTARO INF \ 2205C 'lü <:

17

3 2 1

18

. .-1-1ü 7~1.

51~

10 11

20

12 13

21

11. 15

22

23

~RIOPERENE (2209 )

c'RIO TAM BO \2208B)

EVALUACION DEL DI AGRAMA FLUVIAL:POTENCIAL

H 10ROELECTRICOENE 2208 A Fig. 110

NACiONAL FlOW DIAGRAM :156

**

1 PINTOYACU 1 2 240.0 884.3 2136.6 35.0 0.20 1.28 0.15 "* 2 SANTAANA 3 5 1490.0 491.O 2483.3 65.0 0.35 0.61 0.04 "* 3 CHIO 6 7 270.0 859.6 2157.6 25.0 °i.43 1.21 0.09

** 4 SANALEJANDRO 8 11 2380.0 579.8 2406.4 115.O 0.18 0.43 0.05

** 5 ORUVA 12 13 240.0 468.7 2505.1 20.0 0.60 0.06 0.08

"

*6 TASHUAILLO 14 16 990.0 473.1 2501.5 37.O 0.72 0.36 0.04

** 7 JUANTIA 17 19 850.0 480.4 2495.7 65.0 0.20 0.03 0.08 "* 8 AGUAYTIA 20 27 5080.0 666.1 2338.2 290.0 0.06 0.41 0.06 "

** 1 CHICHINI 1 3 1253.0 1175.6 1621. 5 62.0 0.33 3.58 0.05

**

2 MISION 4 5- 875.0 1265.8 1570.6 50.0 0.35 1.72 0.06*

* 3 QUEMPIRI 6 9 770. O 921.4 1726.3 76.0 0.13 1.50 0.10*

* 4 MAMIRI 10 11 375.0 1284.3 1565.5 45.0 0.19 1.90 0.12*

* 5 POMURENI 12 13 238.0 1237.7 1578.9 48.0 0.10 1.71 0.20*

* 6 CANCHINGARI 14 15 345.0 1229.9 1581.1 40.0 0.22 2.32 0.12 **

7 ENE 16 23 3720.1 717.4 1765.9 130.0 0.22 1.05 0.03*

*

********************************************************************************************

*REPRESENTACION y CARACTERISTICAS DE LA CUENCA *

# DE TRAMOS 17 *

* *# DE PUNTOS 59 *

*DEL RIO PACHITEA , CODIGO 2206 * # DE ESTACIONES HIDROMETRICAS: O *

********************************************************************************************

* TRAMO *' PUNTOS *ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *

********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *

*CODIGO* NOMBRE *DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *

*********************************************************************************************

*****************

1234567891011121314151617

APOROQUIARINAZARATEGUIAZUPIZUNANAANCAYALIAPURUCAYALIHUANCABAMBACRUZLAGARTOESCOZUZANLORENCILLOPOZUZOSTA ISABELYUYAPICHISSTA MARTHAPATAPACHITEA

13579121517202224283537394244

246811141619212327343638414359

720.0650.0830.0670.01050.02310.0890.0

2140.0630.0590.0

2000.03080.0320.01030.01950.01210.06910.0

833.7812.2744.4487.5797.2601. O1804.81908.2824.21065.4797.21005.1654.0584.01275.5612.4472 .8

3363.43362.03358.73344.43361.23350.11456.81468.92181.21998.72366.52062.92348.31583.21500.01577.52304.7

30.045.040.035.051.O

100.045.080.040.040.086.0195.030.030.095.030.0

383.0

0.800.320.520.550.400.230.440.330.390.370.270.080.361.140.221.340.05

1.181.010.970.040.660.281.611.370.831.240.820.701.241.001.381.200.49

0.040.070.050.050.050.040.050.040.060.070.040.060.090.030.050.020.06

*****************

*********************************************************************************************** CARACTERISTICAS DE LA CUENCA 26980.0 857.4 2302.6 1355.0 0.01 0.80 0.05 *

w~~ ~,~~~~..M._W~~vv-W_~WW~KW_ww~_w_..w.~w__~~

**4***~._****444****

*

*************~******************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 *

* * # DE PUNTOS 27 *

* DEL RIOAGUAYTIA , CODIGO 2207 * # DE ESTACIONES HIDROMETRICAS O *********************************************************************************************

*TRAMO * PUNTOS *

ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ***********************************************************""********************************

* "***********~********************************************************************************* CARACTERISTICAS DE LA CUENCA 11540.0 600.4 2391.6 652.0 0.03 0.46 0.06 *****************************************************************************************************************************************************************************************

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7 ** * # DE PUNTOS 23

** DEL RIO ENE , CODIGO 2208A * # DE ESTACIONES HIDROMETRICAS: O ****************************************************************************************"****" TRAMO * PUNTOS


***********"**********************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *****"****************************************************************************************

********************************************************************************************** CARACTERISTICAS DE LA CUENCA 7576.1 945.0 1691.2 451.0 0.04 1.82 0.06

********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE

********************************************************************************************** AP IN/MT IN 16 349275.9 4005.8 805.4 7809.0 0.01 6.61 0.02

********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 356851.9 3940.8 824.2 8260.0 0.01 '6.35 0.02 *********************************************************************************************

157

RIO ENE (220BA)1601..2

\ 1.55.21) <: RIO PERENE (2209 )

10

~21

118 SA N TAR.O

I 230302[2]

3 1,

12

S G

13.~

7 8

.11,

2H3.3

RtO UCAVALI (2208C)

EVAlUA CION DEL DIAGRAMA FLUVIAL .:

POTENCIAL TAMBO 220e B Fig. 111HIDROELECTRICO

FLOW OlA GRAM :NACIONAL158

2243.3 RIQ TAMBO. (2208B)

RIO URUBAMBA (2201)1194.0

139

140

-4 3 2 1

7

141

8 -6 1

9 142

10 11 12 13

143

14 IS 16

144

17 18

14522

23

t

2120

146

[.- 1932 33 3' 35 36 37 38

25 27 29 31

147

24 26 28 3040 39

148

42 41

149

44 4-3

ISO - 1226.S RIO PAC'11TEA....

(2206)

1SI

4S 46 47

"~~"._._--,


POTENCIAL

H IDROELECTRICO UCAYALI 2208C Fig. 112NACIONAL FLOW

.0'

DIAGRAM : 1/3 159

152

48 49

153

50 51 52 154 459.3e RIO AGUAYTlA(2207 )

55

5:J5 ¿ 57 58

53 155

6259 60 61

156 63

&8 67 66 65 64

157

69 70

!158

71 72

159

" 73

77176 75

160

81 60 79 78

161

83 82

162

8& 85 84

163

8'9 &6 87

164

165

9.0 91 92

V


UCAYALI 2208C Fig. 113H IDROELECTRICO

NACIONAL FLOW DIAGRAM:2/3

60

i

93

94 166

95 9ó 97 98 99 1001000

167 -71

I168

I. . . I103 104 105 107102 I

124 101 169 IMEANDRO

108 109-V125

170 II

12ó I171 I

I127

1172 ~- -

128 1000

173

129 130 131 132 134112 115 123

In

111 11¿ 119135 13ó

110 113 118 175

137 138117

176

116

9 164.3

RIO AMAZONAS RIO BAJO MARAÑON( 230 I ) ( 2114 )

EV ALUAC I ON DEL

POTENCIAL

H I DROELECTR ICO

NACrONAL

DIAGRAMA FLUVIAL:

UCAYALI 220BC

FLOW D!AGRAM 3/3

Fig. 114

161

******.************************************~*****************************.******************* REPRESENTACION y CARACTERISTICAS DE LA CU~NCA *

, DE TRAMOS 5 *

**, DE PUNTOS 14 *

* DEL RIO TAMBO , CODIGO 2208'B *, DE ESTACIONES HrDROMETRICAS: O **

** *

* **.

* * **

*'* *

** *

**

** * **

** * * ** * * *

* * * * ** *

**,*.'** **

* * ** * *

* * **

**

* * **

* * * **

** * **.*

* * * * * * * ** *

* * * * * *

* TRAMO * PUNTOS*

AlTURA LL U V I A LONG FACTOR PEND. DENSIDAD ******************************.****AREA P.ROM~Q lA PROMEDlAR IOS FORMA PROM. DREN.. **CODIGO* NOMBRE * DE A *(K:M*K~)(M~TROSJ (MM/ANO>' (KM) (::.) (%) (l/KM) **********'.********************************,*~**************************************.********** ** 1 MATIAS 1 2 410.0 794.9 1728.3 35.0 0.33- 1.37 0.09 ** 2 UNGUNINI 3 4 311.0 10'4.5 1637.5 32.0 0.30 2.07 0.10 ** 3 PAYENI 5 6 850.0 g66~0 1674.9 36.0 0.66 2.31 0.04 *

* 4 MAYUCU 7 8 430.0 803.0 1725.6 50.0 0.17 0.93 0.12 ** 5 TAMBO 9 14 3170.1 ~68.5 1836.9 140.0 0.16 0.87 0.04 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 5171.1'700.5 1780.4 293.0 0.06 1.25 0.Q6 **************************************~******************************************************* TRIBUTARIOS CO~SIOEAADOS SEPARADA~ENTE ********************************************************************************************** ,PERENE/ENE 9 377404.1 3847.6 843.0 9406.0 0.00 5.99 0.02 **********************************************.******~**************************************** CARACTERISTICAS ACUMULATIVAS 382575.2 3805.1 855.7 9699.0 0.00 5.85 0.03 **.4*******.*****44*.*.*.*.*..*~*...~4.~*~~*...~~..*..* *._*.x ~ ****.*.*****

*********************************************~*********************************************** REPRESENTACION y CARACTERI$TICAS DE LA CUENCA * # DE TRAMOS 46 ** * # DE PUNTOS : 176 ** DEL RIO UCAYALI , CODIGO 2208C * # DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG PACTOR PEND. DENSIDAD

***********************************AREA BRO~EDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (M5TRQSI (MM/ANO) (KM) (-) t%) (l/KM)

******************************.**************************************************************

* '

** 1 UNINE 1 4 2300.0 551.3 1774.4 130.0 0.14 0.22 0.06*

* 2 COTSIGARI 5 6 770.0 50$.6 1800.9 30.0 0.86 1.13 0.04 ** 3 PUNTIJAO 7 9 1120.0 306.6 2002.0 60.0 0.31 0.07 0.05 ** 4 MASHANSHA 10 13 2000.0 ~35.7 1964.6 101.0 0.20 0.07 0.05 ** 5 TAHUANIA 14 16 1760.0 12J.7 1978.3 90.0 0.22 0.10 0.05 ** 6 CUMARIO 17 18 660.02'81.7 2037.1 30.0 0.73 0.16 0.05

** 7 IRRUYA 19 20 380.0 390.5 1910.3 40.0 0.24 0.51 0.11 ** 8 SHARHUANY 21 23 300.0 395.3 1907.2 45.0 0.15 0,70 0.15 ** 9 AMIA 24 25 40Q.0 363.2 1936.8 20.0 1.00 0.31 0.05

** 10 CHABOMYARI 26 27 170.0 342.2 1957.8 20.0 0.42 0.19 0.12 ** 11 PARANTARI 28 29 200.0 347.3 1952.7 20.0 0.50 0.22 0.10 ** 12 SATAYA 30 31 210.0 337.4 1962.6 15.0 0.93 0.23 0.07 ** 13 SHEGHEA 32 38 3250.0 325.5 1980.5 132.0 0.19 0.12 0.04 ** 14 SIPIRIA 39 40 180.0 380.3 1921.3 20.0 0.45 0.94 0.11 ** 15 IPARIA 41 42 340.0 353.1 1946.9 30.0 0.38 0.29 0.09

** 16 TABACAOS 43 44 520.0 363.8 1936.3 45.0 0.26 0.29 0.09 ** 17 ABUJAO 45 47 3160.0 380.3 1919.8 80.0 0.4~ 0.25 0.03 ** 18 MASARAY 48 49 520.0 375.4 1924.6 50.0 0.21 0.26 0.10

** 19 UTIQUINIA 50 52 20QO.0 365.5 1941.1 100.0 0.20 0.21 0.05 ** 20 PUYANA 53 54 1190.0 435.6 1864.5 50.0 0.48 0.11 0.04

** 21 CALLAR lA 55 58 2500.0 395.2 1904.9 110.0 0.21 0.15 0.04*

*22 ROABOILLO 59 61 2290.0 283.1 2038.0 90.0 0.28 0.11 0.04 *

* 23 TAHUALLA 62 63 840.0 257.4 2085.5 50.0 0.34 0.t8 0.06** 24 PISQUI 64 68 5928.0 498.0 1825.7 161.0 0.23 0.29 0.03** 25 AMANQUIRIA 69 70 350.0 207.9 2184.1 35.0 0.29 0.08 0.10 *

* 26 PACA YA 71 72 360.0 199.9 2202.6 25.0 0.58 0.02 0.07** 27 IPACTIA 73 74 1060.0 375.7 1925.7 70.0 0.22 0.29 0.07 *

* 28 CHAMBIRA 75 77 3290.0 493.1 1819.6 80.0 0.51 0.37 0.02 ** 29 PANYA 78 81 3150.0 425.5 1885.6 120.0 0.22 0.25 0.04** 30 SARAYAQUILLO 82 83 580.0 '73.9 1752.9 40.0 0.36 1.01 0.07*********************************************************************************************

162

27

2B

21 29

32 2330

22

33 21,

1"'=:1163G 69

3G 35.

l''0 --i¡r"[39 G3 l.G

G 18 20

13 11719

70

. .G5 [,Ú

71

l.7 [,8

72

["--

50 G9

52 73. . I ."'9 GO G1 58 G2

7G

53 5G57"

GS5.755 56

RIO E~¡E ~RIO TAMBO (22086)( n08A)

.37

.38

EVALUACION DEL

POTENCIAL

HIDROELECTRI CO

NACIONAL

MANTQ!5.0) .

230306[5J jI ú7

~G 7 8 ¡

~GB

10 "0

SANTA [SABEL (17. O)23030G [3J

1

11

12

31

26

úG

G5 2

---s G 3

YUNCAN (38.2)

230305 [G]

DIAGRAMA FLUVIAL:

PERENE 2209FLOW DIAGRAM:

Fig. 115

163---._-

**************************.****************************************************************** REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 46 ** * # DE PUNTOS : 176 ** DEL RIO UCAYALI ,CODIGO 2208C * # DE ESTACIONES HIDROMETRICAS O

********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)*

.*************************************************************************************************************

31323334353637383940414243444546

STA.CATALINAALFAROYANAYACUPIYUYOMAQUIAHUMAYAGUANACHECAPANAHUAPUNGOYANAYACUBLANCAALEMANTAPICHETARAHUAYTAPARAPOROTOUCAYALI

8487909395101103108110113116121124135137139

86899294100102107109112115120123134136138176

1490.01540.0630.0480.0

2350.0690.0

3180.0510.O

3490.01940.04050.01240.0

12920.0600.0600.0

34440.0

485.8314.4179.5250.4234.0232.5211.4175.3258.4203.1284.4184.5260.5174.4152.9188.1

1852.41997.62265.92099.22140.32134.92185.92279.42083.32197.22046.72258.22101. 12280.52344.62255.8

70.070.060.050.0170.O50.0

160.035.090.090.0160.0100.0340.040.050.0

1243.O

0.300.310.170.190.080.280.120.420.430.240.160.120.110.370.240.02

0.610.250.090.14O;1O0.190.050.220.110.040.210.060.080.260.190.02

0.050.050.100.100.070.070.050.070.030.050.040.080.030.070.080.04

******************

******************.************************************************************************** CARACTERISTICAS DE LA CUENCA 111928.0 289.4 2081.3 4667.0 0.01 0.15 0.04

*********************************************************************************************

* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ·********************************************************************************************* TAMBO/URUBA 139 441887.8 3551.9 900.8 13917.0 0.00 4.82 0.03 ** PACHITEA 150 26960.0 857.4 2302.7 1355.0 0.01 0.78 0.05 *· AGUAYTIA 154 11540.0 600.4 2391.6 652.0 0.03 0.46 0.06

********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 592315.8 2755.2 1216.7 20591.0 0.00 3.36 0.03 ********************~****************.**** ** ~wK~ 4~~..* **.** ********************************************************************************************** REPRESENTACION


# DE TRAMOS 26 *

* * # DE PUNTOS 74 ** DEL RIO PERENE ,CODIGO 2209 * # DE ESTACIONES HIDROMETRICAS 3 **********************************************************************.*********************** TRAMO *

PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD*


DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)*

********************************************************************************************* ** 1 RANYAC 1 2 107.0 3826.2 1294.3 25.0 0.17 2.40 0.23 ** 2 HUACHON 3 5 735.0 3360.7 1186.5 49.0 0.31 2.61 0.07 **

3 MANTO SU 6 7 170.0 2993.0 1101.4 12.0 1.18 8.09 0.07 ** 4 MANTO IN 7 8 90.0 2300.0 1310.0 3.0 *10. 16.67 0.03 ** 5 ENTAS 9 10 360.0 1914.7 1414.5 23.0 0.68 5.02 0.06 ** 6 COMAS 11 12 370.0 3839.8 1295.1 28.0 0.47 2.54 0.08 ** 7 PALLAYA 13 14 390.0 3728.5 1267.1 23.0 0.74 3.85 0.06 ** 8 UCHUBAMBA 15 16 530.0 2983.6 1102.1 25.0 0.85 5.90 0.05 ** 9 PUCARA 17 18 320.0 2586.7 1020.8 25.0 0.51 5.81 0.08 ** 10 CIMAYA 19 20 180.0 2298.3 960.7 22.0 0.37 6.45 0.12 ** 11 PALCAMAYO 21 22 480.0 3825.6 562.3 34.0 0.42 2.32 0.07 ** 12 HUASAHUASI 23 24 590.0 3576.3 508.3 35.0 0.48 2.68 0.06 **

13 CASCA S 25 26 400.0 2704.7 363.2 24.0 0.69 7.42 0.06 ** 14 OROBAMBA 27 31 1980.0 2680.7 390.4 82.0 0.29 2.83 0.04 ** 15 PALCA 32 36 1670.0 2933.6 409.3 84.0 0.24 2.36 0.05 ** 16 CHANCHAMAYO 37 44 2610.0 1969.1 1467.8 111.0 0.21 3.00 0.04 **

17 ARTURO 45 46 650.0 1498.5 1501.2 25.0 1.04 4.80 0.04*

* 18 LA TORRE 47 48 460.0 1399.9 1580.0 25.0 0.74 4.19 0.05 ** 19 AUTRIQUE 49 50 120.0 924.5 1740.8 27.0 0.16 2.46 0.22 ** 20 ANCAYO 51 52 400.0 1660.0 1432.0 27.0 0.55 3.70 0.07 ** 21 MAZAMARI 53 54 580.0 1397.2 1~80.8 40.0 0.36 2.73 0.07 ** 22 PONGOA 55 58 1520.0 1515.7 1328.4 76.0 0.26 3.08 0.05 ** 23 SATIPO 59 62 1870.0 1888.1 1454.0 95.0 0.21 3.32 0.05 ** 24 PERENE SU 63 64 480.0 3337.2 1176.7 31.0 0.50 3.43 0.06 ** 25 PERENE MD 64 66 190.0 2525.4 1005.1 10.0 1.90 8.41 0.05 ** 26 PERENE IN 66 74 3300.0 1315.7 1595.4 185.0 0.10 2.70 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 20552.0 2229.4 1169.9 1146.0 0.02 3.40 0.06 ******~*~********************************************************************************************************************************************************************************

164

RIO MARAÑON B AJ o( 2 1 1 1.

)

11411.6

9164.3RIO UCAYALI 88

89

- 2 31

90

¡ 5 6

91

. 1110 9 8 7

92 1230 29 L

t21

28 27 26 25 21,3123

93~20 19 18 17

22 1632 33 34

91.1,555.2

15RIO NAPO (2302)

3& 3511.

95

'1338 37

. 96

39 40 1.1

97

1.3 1.2

98

4i. 1,5 46

99

1,7 48

100

52 51 50 1.9

. 101

----EVALUACIDN DEL

DIAGRAMA FLUVIAL:POTENC lA L

AMAZONAS 2301 Fig. 116H I o Ro ELEC TRICO

NACIONAL FLOW DrAGRAM 1/2165

-

,51, 53

102

56 55

I 103

~57 58 59

101,

-&0 &1

105

b) &Z

10&

61, 65

107

&7 66

, 108

- . 7370 71 n

. 69

109 171,

~.68a 77 76 7S

110

80 7

111

~82 81

112

SI. 83

113

87 86 85

RIO VAVARI3(,00.7... 11(,

( 230t,)

~"""""", "B RAS! L


AMAZONAS 2301 Fig. 1171 H I DROELECT RICOFLOW DIAGRAM:

2/2NACIONAL1116

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 32 ** * # DE PUNTOS 114 ** DEL RIO AMAZONAS , CODIGO 2301 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **C0DIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *

***

***

1234567&9101112131415151713192021222324252527202930

TAHUYOTANSHIYACUITAYARESISTENCIACHANBRIAPUNT A

yACU

MOMONNANAYMANITIYANAYACUDEORJA:-JGOSA

QROSAARAYACU:~OT AHUA

yO

PALOMETAAMPIYACUSHISHITAYANAYACUDEBRPICHANACliCHQUINASPERUA TESTA ROSACAJOCUMALSIMONAI~AYORU I,A

PASHIAATACUARIBAYAHUAZULCJRETOYACUANACAYACU

147111317222432353739424447495355576062646668707375798183

8588

3610121621233134363841434648525456596163656769727478808284

87114

1630.0555.0

2625.01025.03283.01992.0752.0

5453.01170.O580.0922.O

2023.0720.O750.0440.0

3733.01165.O546.01070.O393.0415.O780.0793.0463.0911.O895.01799.O335.0863.0542.0

1429.017403.1

112.6111.5111.3116.O113.7116.1115.1114.2112.3110.1110.O112.6112.3113.5112.1114.7115.O115.1114.5116.O116.O115.1114.O115.O113.9112.O107.3106.1105.O103.0

104.O112.1

2733.82733.42733.42734.82734.12734.82734.52734.32733.72733.02733.02733.82733.72734.O2733.62734.42734.52734.52734.42734.82734.82734.52734.22734.52734.22733.62732.22731.82731.52730.9

2731 .22733.6

80.085.0135.O60.0140.O178.050.0

310.O90.050.058.095.050.080.050.0140.O48.040.079.049.039.045.058.029.052.057.O108.O50.050.068.0

85.0560.0

0.250.080.140.280.170.060.300.060.140.230.270.220.290.120.180.190.510.340.170.170.270.390.240.550.340.280.150.130.350.12

0.200.06

O.O10.000.000.02O.O10.020.030.020.020.020.020.030.040.040.040.030.060.080.050.070.090.080.050.140.110.060.050.050.060.04

0.050.06

0.050.150.050.060.040.090.070.060.080.090.060.050.070.110.110.040.040.070.070.120.090.060.070.060.060.060.060.150.060.13

0.060.03

******************************

**

3132

CA~IEL A

A~~AZÚ"AS

*...*****************************************************************************************· CARACTERISTICASDE LA CUENCA 57461.1 112.5 2733.7 3068.0 0.01 0.04 0.05

*~..*..*************.************************.*********~*~************************************ TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** MARON/UCAYI 88 956824.9 2119.4 1444.4 42886.0 0.00 2.87 0.04

*NAPO 93 44822.4 228.2 2768.9 2918.0 0.01 0.33 0.07*YAVARI 114 59170.0 370.2 2811.5 1875.0 0.02 0.22 0.03**.******************************************************************************************

* CARACTERISTICAS ACUMULATIVAS *1118278 1847.9 1636.150747.0 0.00 2.45 0.05*********************************************************************************************

167

Del ECUADOR1020.0

al,1,85

85V

5 "~386

2 187

.....7 El

4 3688

37B 9

.....16 17 18

89

-38 1\ lO

19 20904 21

1

39 12 13

~22 23 21,91

3J -1,0 3415 11,

~~-5 263S 92

t,1 42 43 4[, 4528 4 30 4 32

93

129 LI47 [,8

27

4i , 91,51,

55 53 52 514 50

9S

H956 57

96

58 59 60

EVAlUACION DelDIAGRAMA FLUVIAL:

POTENCIAL NA PO 2302 Fig. 11 8HI DROELECTRICO.

FlOW DI AGRAM :1/2N'AC [ON AL168

97

61 62

98

-64 63

99

&5 66

100

&9 6~ 67

101

74 75 76 77..

78 j 7971 73

102

. 70 72 -81 80

103

83 82

1043

(:1mIs

RIO AMAZONAS (2301)


N A PO 2302 Fig. 119HIDROELECTRICO

FLOW DIAGRAM :2/'2NACIONAL

169

I 34

1 2

35

36

37

3 4 5

I 38

6 7

'/

" 39

3 ~- 10 ,

"Í' 40

(1 12 13

41

42

14 IS( COLO MB t A

43

16 17 18

44

", 45

19 20

46

47

48

49

21 22 23 24 25


POTENCI AL PUTUMAYO 2303 Fig. 120H I DROELECTRICO

INACIONAL FLOW DIAGRAM: 1/2I170

EVA. C DE. DIAGRAMA FL VIALp~ AL

H,DR L' RICO PUTUMAYON," AL FLOW DIAGRAM

28 29 30

26 27

31 32

50/

51

33

COLOMBIA

/

BRASIL

2303

2/2

Fig121J '"

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 31 *

* * # DE PUNTOS : 104 ** DEL RIO NAPO , CODIGO 2302 *# DE ESTACIONES HIDROMETRICAS O *

********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)

**********"*********************************************************************************** *" 1 LAGARTOCOCHA 1 3 431.0 343.9 2813.2 80.0 0.07 0.61 0.19 *" 2 ACUARIO 4 5 410.1 288.1 2792.8 32.0 0.40 1.32 0.08 ** 3 SANTA MARIA 6 7 680.0 274.2 2784.5 48.0 0.30 0.45 0.07 ** 4 ANSHIRI 8 9 2248.0 264.7 2778.8 68.0 0.49 0.30 0.03

** 5 LORO CAPARIN 10 11 438.0 257.4 2774.4 45.0 0.22 0.42 0.10 ** 6 UNO 12 13 651.0 248.3 2770.4 72.0 0.13 0.26 0.11 *"

7 TARAPOTO 14 15 643.0 241.6 2768.5 40.0 0.40 0.45 0.06*

" 8 N,A.SHINO 16 18 1133.1 310.0 2803.0 80.0 0.18 0.61 0.07*

" 9 ALEMAN 19 20 863.0 285.7 2791.3 53.0 0.31 0.36 0.06 *"10 ARAVELA 21 24 2227.0 279.4 2787.5 125.0 0.14 0.28 0.06 *"11 PAVOYACU 25 26 482.0 250.9 2771.2 48.0 0.21 0.30 0.10

*"12 MOSQUERA 27 28 454.0 286.5 2791.9 52.0 0.17 0.44 0.11*

* 13 YANAYACU 29 30 751.0 271.5 2782.9 63.0 0.19 0.33 0.08"* 14 YURACYACU 31 32 703.0 255.5 2773.3 65.0 0.17 0.30 0.09 *

* 15 SANTA MARIA 33 35 684.0 251.4 2772.0 98.0 0.07 0.28 0.14""16 CURARAY 36 45 3291.1 273.5 2785.1 285.0 0.04 0.55 0.09*"17 PUCARA 46 48 827.0 226.4 2765.3 70.0 0.17 0.33 0.08 ""18 PROVIDENCIA 49 50 955.0 222.7 2764.5 58.0 0.28 0.26 0.06 ""19 TAMBOR YACU 51 55 3048.0 231.6 2766.4 185.0 0.09 0.21 0.06 *

"20 HUIRINA 56 57 610.0 201.2 2760.2 63.0 0.15 0.20 0.10*"21 TUCSHACURARA 58 60 2276.0 197.7 2759.1 108.0 0.20 0.17 0.05 *

* 22 VELLAVISTA 61 62 560.0 184.0 2755.2 38.0 0.39 0.28 0.07"* 23 ZAPOTE 63 64 810.0 174.2 2752.2 55.0 0.27 0.18 0.07""24 TUTAPISCO 65 66 1442.0 171.9 2751.6 43.0 0.78 0.20 0.03 ""25 YANAYACU 67 69 1340.0 164.0 2749.2 100.0 0.13 0.13 0.07 "* 26 DOS 70 71 1080.0 168.5 2750.5 68.0 0.23 0.14 0.06*

"27 GUANO 72 73 520.0 163.4 2749.0 45.0 0.26 0.19 0.09 "* 28 MAZAN 74 79 1927.0 178.4 2753.5 193.0 0.05 0.14 0.10*"29 SUCUSARI 80 81 896.0 148.0 2744.4 60.0 0.25 0.11 0.07 *

* 30 MANGUA 82 83 510.0 139.2 2741.7 48.0 0.22 0.13 0.09*

** 31

*

NAPO 84 104 11932.1 219.5 2766.0 530.0 0.04 0.40 0.04 *"*

********************************************************************************************

" REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 12 *" * # DE PUNTOS 56 ** DEL RIO PUTUMAYO , CODIGO 2303 *

# DE ESTACIONES HIDROMETRICAS O*********************************************************************************************

" TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *****************************,,*****AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%> (l/KM)

*"******************************************************************************************** **

*"*********

123456789

101112

GUEPPIGURUYASOCICAYAANGUSILLAYAVINETOUNOCAMPUYARET I RO

ALGODONSAN SALVADORYAGUASPUTUMAYO

1368

1114161921262834

257

101315182025273356

4435.0748.0575.0968.0

2328.01313. O1798.02008.03307. O

520.09156.0

12982.1

228.4225.2224.2218.8222.3195.3177.9160.0140.2144.3114.6145.3

2765.72765.02764.82763.82764.52758.62753.42748.02742.02743.32734.42743.2

45.090.080.085.0120.065.0100.070.0180.050.0

250.0995.0

2.190.090.090.130.160.310.180.410.100.210.150.01

0.350.280.220.310.230.220.180.150.110.190.070.09

0.010.120.140.090.050.050.060.030.050.100.030.08

*****

******

***********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 40138.1 159.7 2747.2 2130.0 0.00 0.14 0.05*********************************************************************************************

***************,,****************************************************************************

172

34

35i

36

37

38

3'3

1.0

6 2 5 4 '3

41

1

42

43

41.

1S

18 " 81'3 12 11 10 9

16 'S19 7

17 1.6

20 21 22 23 21. 2S 2

47

27 1.8SRAS¡ IL

28 49

29 50

~30 31 32"

SI

3400.7,~RIO AMAZONAS (2'301)

////..................4'"/.............................-..........//................. ZONA Brasileña

EYALUACION DEL DIAGRAMA FLU V I Al:

POTENCIAL

H I OROELECT RI C Oy A VAR 1 2304 Fig. 122

i ,NACIONAL FLOW DI AGRAM :

IS

19

20~-

3 2 1

21

1. 5

22

7 &

23

21.

25 - . .12 11 10 S 8

J

2G

27

n 11.

2817 16 15

I [\ '1\

\S.5 4.0 0.6

RIO BRASI L

~~BRASIL


POTENCIALPURUS 2305

iHIDROELECTRICO Fig. 123

INACIONAL FLOW DIAGRAM

174

33

34

35

36

37

7 6 5 1. 3 2 I

38

8 9.10

39,

11

1.0

12

RIO INAMBAR:931..2

1.1( 2307 )

13

'227 1,

4323 .. . --

21 20 19 18 17 16 15

~21. 1.1.

25 t b 27 28 29 31 32

1.5. . .,

~BOLIVIA iiIi!

EVALUACIC'N D"lDIAGRAMA FLUVIAL: MADRE DE DIOS

POTENC ALTAMBOPATA)DE LAS PIEDRAS Fiq.124H IDROELECTRICO

FlOW DIAGRAM: (2306)2308)2310 )NAlIONAL

********************************************************************************************* REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 9*

* * # DE PUNTOS . 51 ** DEL RIO YAVARI ,CODIGO 2304 *' DE ESTACIONES HIDROMETRICAS O

********************************************************************************************** TRAMO

*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ** 1 REMO 1 2 920.0 379.2 2823.8 30.0 1.02 0.14 0.03 ** 2 GALVES 3 6 3230.0 377.7 2822.5 125.0 0.21 0.09 0.04 ** 3 ESPERANZA 7 8 1200.0 301.2 2800.4 50.0 0.48 0.11 0.04 ** 4 YAVARI MIRIN 9 14 6640.0 342.2 2810.3 210.0 0.15 0.14 0.03. ** 5 FRECHEIRA 15 17 1580.0 293.9 2795.4 100.0 0.16 0.16 0.06 ** 6 CURACAO 18 26 11430.0 412.9 2821.0 350.0 0.09 0.30 0.03 **

7 QUIXITO 27 29 2520.0 227.1 2766.2 100.0 0.25 0.32 0.04 ** 8 ITHUY 30 33 3180.0 212.3 2762.7 120.0 0.22 0.32 0.04 ** 9 YAVARI 34 51 28470.0 395.9 2817.1 790.0 0.05 0.22 0.03 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 59170.0 370.2 2811.5 1875.0 0.02 0.22 0.03

*- -""-

.. ..... .. ..

""-""

..... .. .. .. .. ..-

-,,,..

-.. ..... .- .. ~ ..

"

.. ~-

...., .. ..

"

.. ..~". .-

,- .. ..

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *

, DE TRAMOS 7*

* *# DE PUNTOS 28 *

* DEL RIO PURUS ,CODIGO 2305 *' DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ***********************************************~********************************************** ** 1 CURIUJA 1 3 1820.0 446.9 1864.8 80.0 0.28 0.10 0.04 ** 2 RONSOCOYACU 4 5 590.0 438.1 1871.4 30.0 0.66 0.11 0.05 ** 3 RONCOSO 6 7 350.0 436.4 1872.7 30.0 0.39 0.20 0.09 ** 4 CURUNJA 8 12 5190.0 409.0 1892.9 185.0 0.15 0.04 0.04 ** 5 CHAMBUYACU 13 14 590.0 373.1 1913.3 40.0 0.37 0.10 0.07 ** 6 SANTA ROSA 15 17 330.0 374.4 1912.2 80.0 0.05 0.09 0.24 ** 7 PURUS 18 28 8030.0 411.3 1889.7 380.0 0.06 0.02 0.05 *

* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 16900.0 413.8 1888.3 825.0 0.02 0.06 0.05 *

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LAS CUENCAS * # DE TRAMOS 6 ** DE LOS RIOS MADRE DE DIOS,TAMBOPATA y LAS PIEDRAS* # DE PUNTOS 45 ** CODIGOS : 2306,2308,2310 * DE ESTACIONES HIDROMETRICAS O

********************************************************************************************** TRAMO * PUNTOS


********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. ** CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)********************************************************************************************* ** 1 MANU 1 7 13520.0 932.2 3374.4 320.0 0.13 0.83 0.02 ** 2 COLORADO 8 9 3230.0 717.6 3800.5 100.0 0.32 0.44 0.03 ** 3 DELASPIEDRAS 10 21 15550.0 396.2 1895.4 520.0 0.06 0.03 0.03

** 4 CARAMA 22 24 3150.0 445.5 1865.8 110.0 0.26 0.13 0.03

** 5 TAMBO PATA 25 32 11560.0 1138.5 1558.0 360.0 0.09 1.49 0.03 ** 6 MADREDEDIOS 33 45 20850.0 994.5 3519.5 585.0 0.06 0.63 0.03

** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 67860.0 830.9 2720.9 1995.0 0.02 0.62 0.03 ********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** INAMBARI 41 17376.3 2658.0 2682.6 1552.0 0.00 6.63 0.09 ********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 85236.3 1203.3 2713.1 3547.0 0.00 3.25 0.04

****************************************************************************************.****

176

1~5 ) 11

1820 19

6 17 13 10 6 5 4

3 2 17

16 15 14 7 89

835 3t. 33 32 31 30 29

28 23

9

27 22

O

26 21

1

25

l

2l,

5

50 l,9 L8 47 46 45 LI. 43 1.241

40, . . . .39 3~ 37 36

78 77 16 75 71. 73 72 71 70 69 68

6~ 605) 52 51

72 59 51.

160 61 62 63

58 57 56 55

"-

i 16 115 11/. 113 112 111161 I . . . . . "162 118 99 98 97 96 95 91.

r 129133 132 131 130

163 100 128109

108

164 101 lL. 126

102 107

165 103 9386

106 92 125

166101, 105 89 81'> 87

- T

81

80

79

1/.3 1~2 1~0 136 135139 138 137

14

65

14

1~

1~

15

15

15

153

1S 4

155

15

157

158

67

\59 66

RIO MADRE DE DIOS

EVALUAC ION DEL

PO T E N C I AL

H I D R O EL EC T RICO.

NACIONAL

90 121. 123 122 121 120 11999

DIAGRAMA FLUVIAL:

INAMBARI 2307 F jg. 12 5

FLOW DIAGRAM177

S

G

/

7 BR AS I L

PEFW /8

2 1

9 7. 3JI:s. 93 "

'/

/////// '/////

BRASI L

EVALUACIO N DEL DIAGRAMA FLU V I AL:

POTENCIAL A e RE 2309 Fig. 126HI DROELECTRICO

NACIONAL FLOW DIAGRAM:8I 17

26

27

2 1

28

3 1. 5

29

7 6

)0

108 9

)1 11

l' 13 12

32

17 16 15

33

20 19 18

3' .21 22

35

23 2' '25

36 BRASIL


YURUA 2311H IDROELECTRICO Fig. 127


********************************************************************************************· REPRESENTACION

y CARACTERISTICAS DE LA CUENCA · I DE TRAMOS 21 ** * I DE PUNTOS : 166 ** DEL RIO INAMBARI , CODIGO 2307 * I DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS

* ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD **************************.********AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **

1 ANA 1 3 174.7 3337.6 1253.3 22.0 0.36 3.75 0.13 ** 2 AMANDQA 4 6 110.4 2804.3 1748.4 19.0 0.31 2.50 0.17 ** 3 SANDIA 7 12 491.3 2350.8 2544.2 58.0 0.15 2.59 0.12 ** 4 PATAMBUCO 13 20 767.7 2964.0 1709.1 73.0 0.14 4.52 0.10

** 5 NANCY 21 23 148.2 3911.7 910.0 21.0 0.34 3.45 0.14 ** 6 LIMBANI 24 28 372.8 3458.3 1207.5 37.0 0.27 3.78 0.10 ** 7 USICAYOS 29 35 736.4 3335.3 1597.9 66.0 0.17 4.28 0.09 ** 8 AYAPATA 36 41 464.0 3492.6 1180.0 45.0 0.23 10.24 0.10 ** 9 TACORA 42 50 1024.1 3235.3 1721.5 83.0 0.15 10.96 0.08 ** 10 CHALLAPAMPA 51 54 325.9 4819.5 800.8 37.0 0.24 3.72 0.11

** 11 CORANI 55 60 676.2 4414.9 812.7 55.0 0.22 4.42 0.08 **

12 LLUCA 61 64 382.2 3676.0 1009.3 23.0 0.72 12.43 0.06 ** 13 SAN GAVAN 65 78 2024.6 3531.6 1865.7 132.0 0.12 8.10 0.07 ** 14 YAHUARMAYO 79 85 297.5 968.0 5586.1 58.0 0.09 3.99 0.19 ** 15 PATA 86 89 283.2 4056.8 1012.0 30.0 0.31 13.92 0.11 **

16 HUANCAHUACHA 90 93 391.53388.8 1232.1 32.00.38 11.87 0.08*

* 17 GABY 94 99 416.7 2044.4 3330.6 48.0 0.18 7.81 0.12 ** 18 NUSINISCATO 100 110 908.1 1697.7 4366.0 100.0 0.09 7.76 0.11 ** 19 TERESA 111 118 887.3 2423.2 2569.6 72.0 0.17 9.08 0.08 **

20 MARCAPATA 119 133 1636.0 2769.8 2629.6 136.0 0.09 7.45 0.08 ** 21 INAMBARI 134 166 4857.5 1575.8 4164.4 405.0 0.03 5.50 0.08

** *********************************************************************************************

* CARACTERISTICASDE LA CUENCA .17376.3 2658.0 2682.6 1552.0 0.00 6.63 0.09*

********************************************************************************************..-

.. .. .. .. .. ." . .. -....


I DE TRAMOS 3 ** *

I DE PUNTOS 9 *

* DEL RIO'ACRE , CODIGO 2309 * I DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO

*PUNTOS

*ALTURA LLUVIA LONG' FACTOR PEND. DENSIDAD *

**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

* ** 1 PALOS 1 2 250.0 445.7 1865.7 15.0 1.11 1.10 0.06 ** 2 YAVERIA 3 4 380.0 434.1 1874.4 '45.0 0.19 0.26 0.12 ** 3 ACRE 5 9 2600.0 457.8 1856.6 110.0 0.21 0.27 0.04 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3230.0 454.1 1859.4 170.0 0.11 0.34 0.05 *

*********************************************************************************************

REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 11 ** * I DE PUNTOS 36 ** DEL RIO YURUA , CODIGO 2311 * I DE ESTACIONES HIDROMETRICAS O *********************************************************************************************

*TRAMO


**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **

1 GUINEYACO 1 2 200.0 348.6 1925..7 25.0 0.32 0.22 0.12 ** 2 SOLORZANO 3 5 1190.0 359.1 1920.4 50.0 0.48 0.43 0.04 ** 3 PAUSILIAGA 6 7 260.0 347.9 1926.0 25.0 0.42 0.53 0.10 **

4 SERRANOYACU 8 9 350.0 350.0 1924.5 28.0 0.45 0.58 0.08 ** 5 SUNGAROYACU 10 11 266.0 349.8 1924.7 24.0 0.46 0.54 0.09 **

6 HUACAPISTEA 12 14 1110.0 366.5 1916.1 61.0 0.30 0.43 0.05 **

7 DORADO 15 17 426.0 338.0 1930.4 42.0 0.24 0.60 0.10 ** 8 PUCAURCO 18 20 1050.0 334.7 1932.5 56.0 0.33 0.58 0.05 ** 9 BEU 21 22 250.0 299.6 1950.2 29.0 0.30 0.51 0.12 ** 10 BREU 23 25 1280.0 356.1 1921.7 70.0 0.26 0.55 0.05 ** 11 YURUA 26 36 3110.0 284.5 1957.6 155.0 0.13 0.12 0.05 **' **********************************************************************************************

CARACTERISTICAS DE LA CUENCA 9492.0 328.8 1935.4 565.0 0.03 0.40 0.06 *****************************************************************************************************************************************************************************************

LAGUNA SUCHES12

13

11,

15

3 1, 52

161

17

18

--6 7 8 9

19

11 10

20

21,', , ,

"

BOLIVIA


POrENCIALSUCHES 301 Fig 128H I DROELECTRICO

NACIONAL FLOW DIAGRAM: 181

, 42

43

"-

'S

3 2 1

46 411 l'

47 S

12 1548 6

13 167

17 9 8. 49 18 10

25 24 23 22 21 20 19

SO 26

51 27

52 2837

41 'O 39 38 36 35 3' 3332

53

31

5'

EST. 30

PUENTE CARRE TERA 55

126.1 ) 210201 [IJ 29

56

RIO RAMIS (30i)

LAGO TITlCACA


POTENCIALHUANCANE 302 Fig.129

HIDROELECTRICO

NAC IONAL FLOW DIAGRAM:182

132

133

134

13~

136

137

138

1 2 3

139

140

7 6 5 1,

141

11,2

11,3

W.

8 9 ID 11

145

12 13 11, 15 16

11,6

~.


RAMIS 303 Fig. 130HI DROELECTRICONACIONAL FLOW DI AGRAM : 1/2 183

1032

107 1711.8

33

10818

11.9

34 19

109 8--..-28 20 21 22 23

35 ISO

72 110 . . . . .29 27 26 25 21.

36

73 111 30 15131

7/. 75 76 1523755

112

38 15356

113

["" '9 50 5] 52 53 5'

114 15457

45

. . . . .115 " " 1.2 1.1 ¿O 39 155 58

70 6

83 82 81 80 79 78 77 71 69 6861.

116 156 66

92 63. . . . .95 91. 93 91 90 89 88 15787 62 65.

11799 86

r-~. 158 61100 101

98 85118 159 60

97 8'119 . 160 59

96

120 161

121 162123

122 124 125 126 127 128 129 130 131106

163105

10'164

.

103 165

102 166

I::ST. PUENTE CARRE TERA. ( 80.3) 167210101

168

169 ( RIO HUANCANE)

6 LAGO TI TlCACA

7

EVALUACION DEL

POTENC IAL

HIDROELECTRICO

NACIONAL

DIAGRAMA FLUVIAL:

R A MIS 303 Fig. 131

184FLOW DIAGRAM: 2/2

*********************************************************************************************

REPRESENTAC I ON Y CARACTER I ST I CAS DE LA CUENCA * , DE TRAMOS 5** *' DE PUNTOS 21 ** DEL RIO SUCHE S , CODIGO 301 *, DE ESTACIONES HIDROMETRICAS: O*

********************************************************************************************* . TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM)

********************************************************************************************** ** 1 BLANCO 1 2 310.0 4855.9 530.4 23.0 0.59 1.88 0.07

** 2 TRAPICHE 3 5 100.0 4979.2 536.0 23.0 0.19 2.06 0.23** 3 CHUENAHUERTA 6 9 152.8 4400.2 684.5 30.0 0.17 1.15 0.20 *

* 4 JAVIRCAVIRA 10 11 31.0 4467.1 666.6 11.0 0.26 2.37 0.35** 5 SUCHES 12 21 859.1 4599.4 621.5 81.0 0.13 1.78 0.09** *********************************************************************************************

* CARACTERISTICAS DE LA CUENCA 1452.9 4656.5 603.7 168.0 0.05 1.76 0.12 *********************************************************************************************

_t

"-I 4


, DE TRAMOS 11 ** *' DE PUNTOS 56 ** DEL RIO HUANCANE , CODtGO 302 *, DE ESTACIONESHIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) ********************************************************************************************** ** 1 PALCA 1 3 132.8 4559.9 635.4 23.0 0.25 3.06 0.17 ** 2 TARUCANI 4 7 161.8 4328.1 696.3 24.0 0.28 4.08 0.15 ** 3 COMeuco 8 10 87.3 4276.3 709.9 18.0 0.27 4.09 0.21 ** 4 FURCAPUNCO 11 13 105.0 4608.6 618.7 21.0 0.24 4.60 0.20 ** 5 TOCOTOCO 14 18 487.14449.8 649.4 41.00.29 4.11 0.08 ** 6 PONGONGONI 19 25 3q5.6 4225.4 703.3 56.0 0.12 2.97 0.15 ** 7 CANSANE 26 28 135.3 4342.3 692.2 21.0 0.31 3.41 0.16 ** 8 HUAYLLACUYO 29 32 278.8 4141.8 720.5 30.0 0.31 2.51 0.11 ** 9 TUYTO 33 41 619.6 4177.7 714.5 79.0 0.10 2.41 0.13 ** 10 HUANCANE SUP 42 55 1073.1 4192.8 696.0 116.0 0.08 2.47 0.11 ** 11 HUANCANE INF 55 56 110.3 4019.0 720.5 8.0 1.72 2.66 0.07 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3556.7 4259.2 691.9 437.0 0.02 3.02 0.12 *

********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 22

** *, DE PUNTOS : 169 ** DEL RIO RAMIS , CODIGO 303 *, DE ESTACLONES HIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (J) (l/KM) ********************************************************************************************** ** 1 MORRENAS 1 3 116.2 4742.6 567.4 20.0 0.29 1.64 0.17 ** 2 CULLCO 4 7 225.2 4565.9 631.4 29.0 0.27 3.72 0.13 ** 3 AJOYANI 8 11 297.8 4520.8 642.4 31.0 0.31 3.50 0.10 ** 4 ANTAUTA 12 16 340.4 4482.2 660.2 38.0 0.24 2.97 0.11 ** 5 CONDORIRE 17 19 102.9 4441.4 675.5 15.0 0.46 5.45 0.15 ** 6 PIRHUANI 20 23 141.8 4412.6 671.5 31.0 0.15 3.37 0.22 ** 7 SAN JUAN 24 27 116.8 4286.1 703.6 27.0 0.16 3.33 0.23 ** 8 VILUYO 28 31 310.6 4481.4 661.0 30.0 0.35 3.16 0.10 ** 9 JORAHUINA 32 38 520.3 4424.8 657.1 62.0 0.14 3.17 0.12 ** 10 GRANDE 39 54 1821.2 4329.7 664.2 141.0 0.09 2.58 0.08 ** 11 YOCARA 55 58 86.6 4207.2 715.4 33.0 0.08 2.70 0.38 ** 12 TINTIRI 59 64 575.1 4184.7 714.3 49.0 0.24 3.99 0.09 ** 13 SAN JOSE 65 71 234.6 4322.0 680.2 61.0 0.06 3.27 0.26 ** 14 ANTAYMARCA 72 76 294.1 4638.8 605.0 35.0 0.14 4.32 0.12 ** 15 MA~RI 77 83 520.0 4278.9 703.8 56.0 0.17 4.52 0.11 ** 16 PARINA 84 87 234.8 4446.9 664.5 33.0 0.22 3.82 0.14 ** 17 SANTAROSA 88 95 653.6 4312.8 674.7 69.0 0.14 3.99 0.11 ** 18 UMACHIRI 96 101 293.2 4365.5 681.0 45.0 0.14 4.25 0.15 ** 19 VENTILLA 102 106 419.5 4283.4 707.1 43.0 0.23 2.80 0.10 ** 20 PUCARA 107 131 2661.7 4200.8 692.0 227.0 O 05 2.39 0.09

** 21 RAMIS SUP 132 167 3787.8 4347.7 671.7 338.0 0.03 2.59 0.09 ** 22 RAMIS INF 167 169 690.0 3823.2 702.3 13.0 4.08 0.40 0.02 ** **********.*********************************************************************************** CARACTERISTICAS DE LA CUENCA 14444.2 4307.3 676.3 1426.0 0.00 3.03 0.10 **************************************************************************************.******************************************************************************************..******

185

51

52

53

5'

2 3 ,55

56 8

PERDI DAS 57 9

10LAG. LAGUNILLAS

ESr. LAGUNI LL AS (7 J) 7 6 5

210601 [2J59 11

18 17 16 15 14 13 12

60 EST. R 10 V E R DE ( 10.6)

210701 [3J

61

19 20

62

21 22 23 2435

63

36

6'37

65 28 25

38

66 29 263/, 33 32 31

67 39 30 27

50 /,9 /,8 /,7 /,6 /,5 " 43 /,2 /,1 40

EST. PTE. MARAVILLA 68( 37.6 ) 210/,01 l1J

69

70

71

72

73

LAGO r I TIC A e A

EVALUACION DEL

POTENCIAL


DIAGRAMA FLUVIAL:

COA T A 304 Fig 132

186FLOW DIAGRAM:

12

13

"15

16

17

1 2 3"

5

18

-11 10 9 8 7 6

19

20

21

22

LAGO TITICACA

EVALUACrON DEL DIAGRAMA FLUVIAL:POTENCIAL

HI DR OELECTRICO ILLPA 305 Fig. 133N A C ION AL FLOW DIAGRAM:

J87

71

72

73

71,

75

, 3 2

76 CHICHILLAPI (1.7)

211301[2J

77

S 6 7 8

78 LLUSTA (3.0 )

211701[3J

79

13 12 11 10 9

80

81

11, 15 16 17 18

82

21. 23 22 21 20 19

83

8'

8525

86 26

87 27

88 28

70 69 68 67 66 65 61, 63 62 61 60 59 58 5756

89

91'0 39 38 37 36 35 3'

5'33

92 32 31 30 29

5393 52 51 SO '9 1,8

LAGO TI TI CACA

DIAGRAMA FLUVIAL:

lLAVE 306

F~OW DIAGRAM:

PUENTE CARRETERA 90( 34.0 ) 210301[1]

1.7 1,6 1,5 '3 1,155

EV ALUAC ION DEL

POTENCIAL

HI DROELECTR ICO

NACIO N AL

Fig. 134

188


** * # DE PUNTOS 73

** DEL RIO COATA , CODIGO 304

* # DE ESTAC.lONES HIDROMETRICAS 3*

********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COD IGO* NOMBRE * DE A

*(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)

********************************************************************************************** ** 1 ATICAYA 1 4 129.6 4453.3 909.3 27.0 0.18 1.24 0.21

** 2 CAQUETE 5 7 93.8 4628.3 1017.3 18.0 0.29 4.92 0.19 ** 3 PARATIA 8 11 283.1 4606.3 1065.7 30.0 0.31 3.51 0.11

** 4 VERDE SUP 12 17 399.7 4713.6 1059.0 44.0 0.21 5.45 0.11 **

5 VERDE INF 17 18 126.0 4389.0 871.2 10.0 1.26 3.40 0.08*

*6 COMPUERTA 19 20 244.4 4329.8 823..8 10.0 2.44 4.90 0.04 *

*7 COTANA 21 24 233.0 4325.6 824.2 31.0 0.24 2.78 0.13

** 8 PUMAHUASI 25 27 81.6 4532.9 950.9 17.0 0.28 6.07 0.21 ** 9 ANTALLA 28 30 107.5 4545.5 1015.1 22.0 0.22 4.00 0.20 ** 10 CHURUCAMA 31 34 168.3 4259.2 776.3 28.0 0.21 5.07 0.17

** 11 CHAQUIMAYO 35 39 215.2 4206.1 760.6 33.0 0.20 4.71 0.15 **

12 LAMPA 40 50 858.7 4256.9 803.0 92.0 0.10 3.11 0.11*

*13 COATA °Ao 51 58 650.9 4534.4 953.8 63.0 0.16 2.69 0.10 *

* 14 COATA °Bo 58 68 742.9 4166.2 741.1 87.0 0.10 3.03 0.12*

* 15 COATA °Co 68 73 422.5 3877.6 657.8 45.0 0.21 0.82 0.11 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 4757.2 4338.5 853.7 557.0 0.02 3.38 0.12 *

********************************************************************************************* REPRESENTACION

y CARACTER1STICAS DE LA CUENCA * # DE TRAMOS 3*

* * # DE PUNTOS 22 ** DEL RIO ILLPA , CODIGO 305 *

# DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD

*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOMBRE *


********************************************************************************************* ****

123

CHALLAMAYOCONAVIRIILLPA SUP.

1612

51122

319.2332.1514.1

4093.94124.34163.0

710.6735.5755.3

42.047.092.0

0.180.150.06

2.672.642.65

0.130.140.18

***

* *********************************************************************.***********************


********************************************************************************************

********************************************************************************************


* # DE TRAMOS 15 ** * # DE PUNTOS 93 ** DEL RIO lLAVE , CODIGO 306 * # DE ESTACIONES HIDROMETRICAS 3

********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **COOIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) ****************************************************************************************~***** **

1 CHILA 1 4 201.7 4637.2 414.4 31.0 0.21 2.88 0.15*

* 2 LLU$TA 5 8 525.8 4412.3 422.9 34.0 0.45 3.33 0.06 **

3 CHILISAYA 9 13 276.0 4444.6 432.3 42.0 0.16 2.97 0.15 **

4 CACHAKARA 14 18 372.8 4245.5 470.3 36.0 0.29 3.30 0.10 ** 5 CONOORIRE 19 24 609.8 4429.8 422.1 46.0 0.29 4.13 0.08

** 6 TURNAVI 25 28 164.7 4086.9 549.5 28.0 0.21 2.40 0.17 **

7 MALCOMAYO 29 33 395.3 4113~9 529.4 43.0 0.21 1.92 0.11 ** 8 CHULLUMPI 34 40 437.3 4168.5 523.0 52.0 0.16 2.40 0.12 **

9 TUNQUIPA 41 47 218.6 4179.0 501.0 55.0 0.07 2.04 0.25 ** 10 GRANDE 48 56 831.4 4177.1 509.4 74.0 0.15 2.75 0.09

**

11 AGUAS CALlEN 57 70 1716.2 4473.0 434.9 124.0 0.11 3.38 0.07 ** 12 lLAVE °Ao 71 76 515.3 4752.5 428.7 48.0 0.22 4.19 0.09

** 13 lLAVE °Bo 76 78 144.5 4374.5 423.1 15.0 0.64 4.99 0.10

** 14 lLAVE °Co 78 90 1500.5 4183.7 491.2 108.0 0.13 2.75 0.07 ** 15 lLAVE °Do 90 93 67.0 3836.3 745.7 31.0 0.07 0.10 0.46

** *********************************************************************************************


*****************************************************************************************************************************************************************************************

190

E VALUACION Del

POTENCIAL

HI DROELECTRICO

NACIONAL

BOLIVIA

DIAGRAMA FLUVIAL:

M A U RE 307

FlOW DIAGRAM:

Fi g. 13 5

l,

5

6

7

8

9

2 3

,--"

\ _',-,AC iON DEL

'OTENCIAL

_,r<0 ELE CTR ICO

NACIONAL'- ,--.--.

DIAGRAMt. ¡;'.UViAl

FLOV, Di' \

IEST. ZAPATILLA)

210801 [J1

LAGO TJTICACA

..-

108 Fig. 136

191

12

13

l'

15

16

3 2 1

17

18

, 5 6

19

7 8

20

21

11 10 9

22

23

rv' '"'-'"'-' """

EVALUACION DEL D lA GRAMA FLUVIAL :POTENCIAL

HIDROELECTRICO CCALLACCAME 309 Fig. 137N A CIONAL FlOW DIAGRAM :

192

*1 CHILICULCO 1 4 197.8 4537.4 403.8 38.0 0.14 1.52 0.19

**

2 KANO 5 7 64.3 4732.5 443.1 22.0 0.13 2.72 0.34*

*3 KALLAPUMA 8 10 218.6 4652.0 423.7 23.0 0.41 3.30 0.11

**

4 ANCOMARCA 11 14 255.4 4425.7 375.9 26.0 0.38 2.29 0.10 ** 5 HUANAMAURE 15 17 60.5 4196.0 348.4 17. O 0.21 1.74 0.28

**

6 MAURE A 18 19 76.0 4865.6 469.3 5.0 3.04 11.42 0.07*. 7 MAURE B 19 23 499.4 4590.3 412.2 38.0 0.35 2.92 0.08*. 8 I~AURE C 23 28 220.9 4481.2 387.3 23.0 0.42 5.11 0.10*. <:; MAURE D 28 32 92.6 4337.5 373.7 34.0 0.08 1.77 0.37*. 10 MAURE E 32 33 1 .7 4047.0 341.2 1. O 1.70 2.20 0.59*.*

**

1 YAURICA 1 3 204.1 4144.9 502.9 22.0 0.42 2.74 0.11** 2 CAUSILLUMA 4 6 91.3 4291.6 451.3 24.0 0.16 2.82 0.26** 3 ZORRILLO 7 8 47.2 4191.5 477.0 12. O 0.33 3.78 0.25 ** 4 CULCOJAHWIRA 9 11 132.8 3992.2 609.9 21. O 0.30 2.57 0.16** 5 CCALLACCAME 12 23 823.6 4112.6 544.6 110. O 0.07 1.95 0.13**

********************************************************************************************* REPRESENTACION y CARACTERISTICASDE LA CUENCA *

, DE TRAMOS 10 ** * # DE PUNTOS 33 ** DEL RIO MAURE , CODIGO 307 * # DE ESTACIONES HIDROMETRICAS 4 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************

**

********************************************************************************************* CARACTERISTICAS DE LA CUENCA 1687.2 4542.1 403.2 227.0 0.03 2.78 0.13 **.**********~**NV44***~*******N~4.~~.***4~******************.*4*****4***********************

****.**************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 *· *

# DE PUNTOS 11*· DELRIO ZAPATILLA , CODIGO 308 * # DE ESTACIONES HIDROMETRICAS O *

******.*.*.*********************************************************************************· TRAMO

*PUNTOS


************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *

.CODIGO* NOMBRE*

DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)**...* **********************.*******.***********.************-****************************

.

*.12

CAMILLAQUIZAPATILLA

14

311

56.8417.3

4072.34002.9

545.2605.5

15.O65.0

0.250.10

2.621.54

0.260.16

***.*

******************************************************************************.*************

*CARACTERISTICAS DE LA CUENCA 474.1 4011.2 598.2 80.0 0.07 1.74 0.17 *WY»V~~W~V~V~VN.~~~~~~KXX.K~K.KKKK 4K.__*..*K...************-* ****************

**.******.**.****.*********************...*******************************...***************** REPRESENTACION

y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5 ** * # DE PUNTOS 23

** DEL RIO CCALLACAME. , CODIGO 309 * # DE ESTACIONES HIDROMETRICAS: O ******************************************.*************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ******.**************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE

*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)

**********************************************************************************************

*********************************************************************************************:**~ARACTERISTICAS DE LA CUENCA 1299.0 4120.8 535.7 189.0 0.04 2.34 0.15

*****************************************************************************************

********************************************************************************************

193

Documents

PeruPotHidro_vol06