Precipitaciones Maximas Instantaneas Por 4 Metodos - Copia

7/25/2019 Precipitaciones Maximas Instantaneas Por 4 Metodos - Copia

1/67

CUADRO N1

ESTACINLatitud 1003SLongitud 7533Altitud 1,000 m.s.n.m.Departamento Cerro de PascoProincia !"apampaDistrito Po#u#o

N ESTACIN PERODO P (mm)

1 C$acrasana 1%&& 75.'( C$acrasana 1%&7 5(.73 C$acrasana 1%&' &&.%) C$acrasana 1%&% 11&.%5 C$acrasana 1%70 1(3.&& C$acrasana 1%71 '%.)

7 C$acrasana 1%7( %).5' C$acrasana 1%73 133.)% C$acrasana 1%7) &(.&

10 C$acrasana 1%75 7&.)11 C$acrasana 1%7& 131.(1( C$acrasana 1%77 10(.313 C$acrasana 1%7' %01) C$acrasana 1%%& 1(1.515 C$acrasana 1%%7 %0.71& C$acrasana 1%%' &3.&

17 C$acrasana 1%%% '0.%1' C$acrasana (000 153.%1% C$acrasana (001 &5

(0 C$acrasana (00( 55.3%(.330

Desiaci*n +stndar - /mm (%.(3%Coeciente de 2ariaci*n /C2- 0.3(Coeciente de Asimetra /4 0.5(4& 0.0'7

6 (0

CLCULO DE PRECIPITACIONES MXIMAS ANUALDE RETORNO USANDO LAS DISTRIBUCIONES NORIII, Y Y GUMBEL PARA PRECIPITACIONES MXIMA

!""! EN LA ESTACIN P

-P$%&%$

Promedio - /mm.


2/67

L$' P (mm) O*+-./$0*

1.'7%&&%(11.7(1'10&(1.'(5)(&1((.0&7'1)51(.0%(01')71.%513375(

1.%75)31'1(.1(5155'31.7%&57)331.''30%33&(.117%33')(.00%'75&31.%5)()(51(.0')57&('1.%57&07(%1.'03)571(

1.%07%)'5((.1'7(3'&(1.'1(%133&

1.7)(7(5131.%))')(500.13700777

0.070))70.07&7)1

0.01(7%0((3

(0

S PARA DIFERENTES PERIODOSAL, LOGNORMAL, LOG PEARSONINSTANTNEAS ANUALES 1966

O#U#O


3/67

CUADRO N!

6 8 /a9os P : ; P/mm.

1 ( 0.5000 1.177)1 0.00 %(.(3( 5 0.(000 1.7%)1( 0.'3% 11&.'&

3 10 0.1000 (.1)5%7 1.('0 1(%.75

) (0 0.0500 (.))775 1.&)3 1)0.3'

5 (5 0.0)00 (.537(7 1.7)% 1)3.)'

& 50 0.0(00 (.7%715 (.053 15(.35

7 100 0.0100 3.03)'5 (.3(5 1&0.3(

' 500 0.00(0 3.5(551 (.'77 17&.)&

CALCULO DE PRECIPITACIONES MXIMAS INSTNTANEOS ANUALESUSANDO UNA DISTRIBUCIN NORMAL


4/67


5/67

CUADRO N

6 8 /a9os P : ;

1 ( 0.5000 1.177)1 0.00( 5 0.(000 1.7%)1( 0.'3%

3 10 0.1000 (.1)5%7 1.('0

) (0 0.0500 (.))775 1.&)3

5 (5 0.0)00 (.537(7 1.7)%

& 50 0.0(00 (.7%715 (.053

7 100 0.0100 3.03)'5 (.3(5

' 500 0.00(0 3.5(551 (.'77

CALCULO DE PRECIPITACIONES MXIMAS INSTNTDISTRIBUCIN LOG2NOR


6/67

i?#@ P/mm.

1.%))37'(% '7.%'(.05%'01)( 11).7&

(.1(01730) 131.''

(.170007(1 1)7.%1

(.1')5(0)1 15(.%)

(.((&07(0% 1&'.30

(.(&3)37%' 1'3.)(

(.33%05'(% (1'.30

NEOS ANUALES USANDO UNAAL


7/67

D/3+/&./40 L$'-+/3m$ P*-+$0 III

1.%))')(5Desiaci*n +stndar - /mm 0.13700777Coeciente de 2ariaci*n /C2- 0.070))&7(

Coeciente de Asimetra /4 0.07&7)4& 0.01(7%

6 (0

CUADRO N5

6 8 /a9os P : ;

1 ( 0.5000 1.177)1 B0.003

( 5 0.(000 1.7%)1( 0.'3%

3 10 0.1000 (.1)5%7 1.('0

) (0 0.0500 (.))775 1.&)3

5 (5 0.0)00 (.537(7 1.7)%

& 50 0.0(00 (.7%715 (.053

7 100 0.0100 3.03)'5 (.3(5

' 500 0.00(0 3.5(551 (.'77

Promedio - /mm.

CALCULO DE PRECIPITACIONES MXIMAS INSTNTANEOSPEARSON


8/67

3 i?#@ P/mm.B0.01& 1.%)(&(&3% '7.&(

0.'35 (.05%()%&' 11).&(

1.('' (.1(1()'57 13(.(1

1.&&5 (.17(%)&'3 1)'.%(

1.775 (.1''0%1'1 15).(0

(.0%) (.(31&7)7% 170.)'

(.3'( (.(711)%7' 1'&.70

(.%71 (.351'&0&3 (().'3

NUALES USANDO UNA DISTRIBUCIN LOG2


9/67

%(.330Desiaci*n +stndar - /mm (%.(3%Coeciente de 2ariaci*n /C2- 0.3(Coeciente de Asimetra /4 0.5(4& 0.0'&'

6 (0

CUADRO N7

6 8 /a9os 8 P(mm2)

1 ( B0.15%5 '7.&7

( 5 0.7'%% 115.)3

3 10 1.)1'& 133.'1) (0 (.0(15 151.))

5 50 (.'0(0 17).(&

& 100 3.3'&% 1%1.3&

T-- N1;2alores crticos para la Distriuci*n de umel

n datos

10 0.)%5( 0.%)%&15 0.51(' 1.0(0&

(0 0.5(3& 1.0&('

(5 0.530% 1.0%1)

30 0.53&( 1.11()

35 0.5)03 1.1('5

)0 0.5)3& 1.1)13

)5 0.5)&3 1.151'

50 0.5)'5 1.1&07

55 0.550) 1.1&'(

&0 0.55(1 1.17)7&5 0.5535 1.1'03

70 0.55)' 1.1'5)

Promedio - /mm.

CALCULO DE PRECIPITACIONES MXIMASINSTNTANEOS ANUALES USANDO UNA

DISTRIBUCIN GUMBEL

E

FG=// / / H1 ( / H _ /_


10/67

75 0.555% 1.1'%'

'0 0.55&% 1.1%3'

'5 0.557' 1.1%7)

%0 0.55'& 1.(007

%5 0.55%3 1.(037

100 0.5& 1.(0&5


11/67

* T--, N:

0.55&%

= 1.1%3'

15

15

D-3$ A


12/67


13/67

CUADRO N6

PRUEBA DE BONDAD DE A=USTE OLMOGORO> SMIRNO>

-+/-*

Iedia %(.33D.S. (%.()

CoeJ. Asim. 0.5(

6 (0

2ar. CoeJ. Asi.

D.S. CoeJ. Asi.

Iedia 1.%)

D.S. 0.1)

CoeJ. Asim. 0.0'6 (0.00

2ar. CoeJ. Asi.

D.S. CoeJ. Asi.

4& 0.01(7%

P+&*- $m$+$ Sm/+0$ ?-+- D/3+/&./40 N$+m-

I03*+-$ Proailidad #6ormal

LS /mm.

1 0.1)3 B1.0&757 &1.11)'

( 0.('& B0.5&5%5 75.7'(03 0.)(% B0.1'001 '7.0&&5

) 0.571 0.1'001 %7.5%35

5 0.71) 0.5&5%5 10'.'7'0

& 0.'57 1.0&757 1(3.5)5(

7 1.000 153.%000

P+&*- $m$+$ Sm/+0$ ?-+- D/3+/&./40 L$' N$+m-

I03*+-$ Proailidad # Log Ls

1 0.1)3 B1.0&757 1.7%'&

( 0.('& B0.5&5%5 1.'&73

3 0.)(% B0.1'001 1.%(0(

) 0.571 0.1'001 1.%&%5

5 0.71) 0.5&5%5 (.0(()

& 0.'57 1.0&757 (.0%11

7 1.000


14/67

P+&*- $m$+$ Sm/+0$ ?-+- D/3+/&./40 L$' P*-+$0

I03*+-$ Proailidad # 3

1 0.1)3 B1.0&757 B1.0&&

( 0.('& B0.5&5%5 B0.57)

3 0.)(% B0.1'001 B0.1%(

) 0.571 0.1'001 0.1&'

5 0.71) 0.5&5%5 0.557

& 0.'57 1.0&757 1.0&%

7 1.000

P+&*- $m$+$ Sm/+0$ ?-+- D/3+/&./40 G&m*

I03*+-$ Proailidad 8 m

1 0.1)3 1.1&&&7 B0.&&57

( 0.('& 1.)0000 B0.((5)

3 0.)(% 1.75000 0.1&57

) 0.571 (.33333 0.5'05

5 0.71) 3.50000 1.0'%(& 0.'57 7.00000 1.'&%'

7 1.000

RESUMEN;Pruea KolmogoroBSmirno para Distriuciones

6ormal 0.07'&

Log 6ormal 0.0571

Log Pearson 0.0571

umel 0.0)(%

0.0)(% umelS* 3$m- * M0/m$ >-$


15/67

6 Datos Mrec. Nango Mrec. Acum O

( 0.100 0.100 0.0)(%

) 0.(00 0.300 0.01)33 0.150 0.)50 0.0(1)

) 0.(00 0.&50 0.07'&

1 0.050 0.700 0.01)3

( 0.100 0.'00 0.0571

) 0.(00 1.000 0.0000

(0 1.000

0.07'&

L6 6 Datos Mrec. Nango Mrec. Acum O

LS /mm.

&(.''%3 3 0.150 0.150 0.0071

73.&7(1 3 0.150 0.300 0.01)3

'3.(107 3 0.150 0.)50 0.0(1)

%3.(1%( 3 0.150 0.&00 0.0('&

105.(''7 ( 0.100 0.700 0.01)3

1(3.3)11 ( 0.100 0.'00 0.0571

153.%000 ) 0.(00 1.000 0.0000

(0 1.000

S* 3$m- * m@/m$


16/67

0.0571

Log LsLP 6 Datos Mrec. Nango Mrec. Acum O

LS /mm.

1.7%'% &(.%30) 3 0.150 0.150 0.0071

1.'&&1 73.)7)) 3 0.150 0.300 0.01)3

1.%1'5 '(.'''1 3 0.150 0.)50 0.0(1)

1.%&7' %(.'5)) 3 0.150 0.&00 0.0('&

(.0(1( 10).%%)& ( 0.100 0.700 0.01)3

(.0%13 1(3.3%%7 ( 0.100 0.'00 0.0571

153.%000 ) 0.(00 1.000 0.0000

(0 1.000

0.0571

4umel 6 Datos Mrec. Nango Mrec. Acum O

CL /mm.

B1.0()1 &(.3')) ( 0.100 0.100 0.0)(%

B0.&553 73.1705 ) 0.(00 0.300 0.01)3

B0.3(77 '(.7)'5 3 0.150 0.)50 0.0(1)

0.01%' %(.%0'1 3 0.150 0.&00 0.0('&

0.))5% 105.3&'5 ( 0.100 0.700 0.01)31.0%%' 1().)'71 3 0.150 0.'50 0.0071

153.%000 3 0.150 1.000 0.0000

(0 1.000

0.0)(%

S* 3$m- * m@/m$


17/67


18/67

D-3$ A


19/67

Cuadro 67

DS8NQCR6 D+ PN+CP8AC!6+S PANA () !NAS B 8P!

Datos-

Per. Netorno- 50 /dato

Pm"()$ - 17).(& umell

6 ora t

Precipitaci*n () $oras

8ipo /mm.$r

1 0.00 0 0.00 0.00

( (.00 0.0( 3.)% 1.7)

3 ).00 0.0)3 7.)% (.00

) &.00 0.07( 1(.55 (.53

5 7.00 0.0'% 15.51 (.%&

& '.00 0.115 (0.0) ).53

7 '.50 0.13 ((.&5 5.(3

' %.00 0.1)' (5.7% &.(7

% %.50 0.1&7 (%.10 &.&(

10 %.75 0.17' 31.0( 7.&7

11 10.00 0.1'% 3(.%3 7.&7

1( 10.50 0.(1& 37.&) %.)1

13 11.00 0.(5 )3.5& 11.'5

1) 11.50 0.(%' 51.%3 1&.7315 11.75 0.33% 5%.07 ('.5'

1& 1(.00 0.5 '7.13 11(.((

17 1(.50 0.70( 1((.33 70.)0

1' 13.00 0.751 130.'7 17.0'

1% 13.50 0.7'5 13&.7% 11.'5

(0 1).00 0.'11 1)1.3( %.0&

(1 1&.00 0.''& 15).3% &.53

(( (0.00 0.%57 1&&.77 3.0%

(3 ().00 1 17).(& 1.'7

Pacum./mm.


20/67

68+6SDAD+S D+ DS+T!

68+6SDAD+S D+ DS+T!

6

1 15 11(.((

( 30 70.)0

3 &0 )3.7)

) %0 5(.&3

5 1(0 )3.&5

& 1'0 33.05

7 ()0 3(.5%

' 300 (3.11

% 3&0 (0.()

10 7(0 1(.(3

11 1))0 7.(&1

1 (0 %1.%5

( )0 70.0'

3 1))0 %.)7

8iempos/minutos

ntensidad/mm.$ora

I03*0/


21/67

30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1))0

" = B3%.0'50%35(7( ln/" ? 103.1%%&1)%('(U = 0.%)'%0)7''3

AD PARA T:7" (L$'-+3m/.-)

Column V

T/*m?$ (m/0&3$)


22/67

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1)0.00

(0.00

)0.00

&0.00

'0.00

100.00

1(0.00

J/" = B '.1&)51%07&3" ? '%.%%7&%'55'%NU = 0.'(037&3%(%

L/0*-

T/*m?$ (m/0&3$)

I03*0/


23/67

0 15 30 &0 %0 1(0 1'0 ()0 300.00

(0.00

)0.00

&0.00

'0.00

100.00

1(0.00

J/" = 1().570'3'(037 e"p/ B0.((&7)NU = 0.%301(&%5&)

E?$0*0./-

T/*m?$ (m/0&3$)

I03*0/


24/67

3&0 7(0 1))0

1(3' "

3&0 7(0 1))0

(7(


25/67

Cuadro 67


Datos-


Pm"()$ - 1%1.3& umell

6 ora t


8ipo /mm.$r

1 0.00 0 0.00 0.00

( (.00 0.0( 3.'3 1.%1

3 ).00 0.0)3 '.(3 (.(0

) &.00 0.07( 13.7' (.77

5 7.00 0.0'% 17.03 3.(5

& '.00 0.115 ((.01 ).%'

7 '.50 0.13 ().'' 5.7)

' %.00 0.1)' ('.3( &.'%

% %.50 0.1&7 31.%& 7.(7

10 %.75 0.17' 3).0& '.)(

11 10.00 0.1'% 3&.17 '.)(

1( 10.50 0.(1& )1.33 10.33

13 11.00 0.(5 )7.') 13.01

1) 11.50 0.(%' 57.03 1'.3715 11.75 0.33% &).'7 31.3'

1& 1(.00 0.5 %5.&' 1(3.()

17 1(.50 0.70( 13).33 77.31

1' 13.00 0.751 1)3.71 1'.75

1% 13.50 0.7'5 150.(( 13.01

(0 1).00 0.'11 155.1% %.%5

(1 1&.00 0.''& 1&%.55 7.1'

(( (0.00 0.%57 1'3.13 3.)0

(3 ().00 1 1%1.3& (.0&

Pacum./mm.


26/67

68+6SDAD+S D+ DS+T!

68+6SDAD+S D+ DS+T!

6

1 15 1(3.()

( 30 77.31

3 &0 )'.03

) %0 57.7%

5 1(0 )7.%)

& 1'0 3&.(%

7 ()0 35.7'

' 300 (5.37

% 3&0 ((.(3

10 7(0 13.)3

11 1))0 7.%73

1 (0 100.%'

( )0 7&.%&

3 1))0 10.)1

8iempos/minutos

ntensidad/mm.$ora

I03*0/


27/67

30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1))0

" = B)(.%(07)77)% ln/" ? 113.3(7(10%7)'U = 0.%)'%0)7''3

AD PARA T:1"" (L$'-+3m/.-)

Column V

T/*m?$ (m/0&3$)


28/67

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1)0.00

(0.00

)0.00&0.00

'0.00

100.00

1(0.00

1)0.00

J/" = B '.%&575((1()" ? %'.'(%711515(NU = 0.'(037&3%(%

L/0*-

T/*m?$ (m/0&3$)

I03*0/


29/67

0 15 30 &0 %0 1(0 1'0 ()0 300.00

(0.00

)0.00&0.00

'0.00

100.00

1(0.00

1)0.00

J/" = 13&.7%57(0335( e"p/ B0.((&7)NU = 0.%301(&%5&)

E?$0*0./-

T/*m?$ (m/0&3$)

I03*0/


30/67

3&0 7(0 1))0

1(3' "

3&0 7(0 1))0

(7(


31/67

C&-


32/67

Dato

$oras Dato

$oras Dato

Dato

das

Pe /mm. Pe /cm.

0.000 0

1.717 0.17(

=respuesta

IX8!D! D+ LA 6A8QNAL Para 8=50


33/67

4 1 (0.01 100 1%%0.0( 50 %%0.05 (0 3%0.10 10 1%0.(5 ) 70.50 ( 30.75 1.3 (

0.%% 1.0 1.11

N+S!P+NISL+


34/67

Cuadro 63, 2alores de periodo de retorno 8r /a9os

2ida Ytil de las !ras, n /a9os

3 5 10 (5 50 100(%% )%' %%5 ()'' )%75 %%501)% ()' )%5 1(3' ()75 )%505% %' 1%5 )'' %75 1%50(% )' %5 (3' )75 %5011 1' 35 '7 17) 3)'5 ' 15 37 73 1)5

(.70 ).13 7.7 1'.5 37 73

1.(7 1.&& (.7 5.% 11 ((


35/67

(001%%00%%003%001'%%&%&('%1)5

))


36/67

Cuadro 6). CALCQL! D+L N+S! P+NISL+ +6 MQ6C!6 D+

8iempo de Netorno 8r= (5 a9os 50 a9os2ida Ytil n= (0 a9os

Niesgo Permisile 0.5&

0.33

4 (5 =

450 ==1H /1H1/


37/67

r < n

^


38/67

I = Intensidad mxima (mm/min)

K = 111.97

m = 0.046

n = 0.472

Perido de Retorno (T) en aos

2 5 10 25 5

5 42.708 44.547 46 47.97 49.

10 29.333 30.595 32 32.946 34.

15 23.546 24.559 25 26.446 27.20 20.146 21.013 22 22.628 23.

30 16.172 16.868 17 18.164 18.

40 13.837 14.432 15 15.541 16.

50 12.261 12.788 13 13.771 14.

60 11.107 11.585 12 12.475 12.

70 10.217 10.656 11 11.475 11.

80 9.503 9.912 10 10.674 11.

90 8.916 9.299 9.6 10.014 10.

100 8.421 8.783 9.1 9.458 9.7

110 7.997 8.341 8.6 8.982 9.2

120 7.628 7.957 8.2 8.568 8.8

Estudio Hidrolgico instalacin dl sistma d agua ! alcantarillado d "an #a$al.

Cuadro 6%.1. Para construir el $ietograma se porcede as-

1 +n el centro se coloca la precipitaci*n registrada en los 1

( A su derec$a, se coloca la precipitacion registrda en el (3 A la i#Zuierda, la registrada en el 3er interalo ms lluio

) A la derec$a el ), asi suceciamente.

t /min P /mm10 0.71(0 0.7%30 0.%1)0 1.1(50 1.5)

&0 5.)%70 (.05'0 1.('

%uadro &'8.(ond)

Duracin(t)

(minutos)

*ro!cto )

(.00

3.00

).00

5.00

&.00

F/'2

P(mm)

I =


39/67

%0 1.00100 0.')110 0.7)1(0 0.&7

10 (00.00

1.00


40/67

0 100 200 Cuadro 6%.I[todo de lo24 51.128 52.785 t /min /mm$14 35.116 36.254 10 3(.%)&

03 28.188 29.101 (0 ((.&('61 24.118 24.9 30 1'.1&)52 19.36 19.987 )0 15.5)145 16.565 17.102 50 13.77117 14.678 15.153 &0 1(.)7579 13.297 13.728 70 11.)7547 12.231 12.627 '0 10.&7)02 11.377 11.746 %0 10.01)38 10.673 11.019 100 %.)5'65 10.081 10.408 110 '.%'(

73 9.573 9.884 1(0 '.5&'46 9.132 9.428

min mas lluiosos.

interalo ms lluioso.o.

N J/*3$'+-m-

n

m

t

T


41/67

30 )0 50 &0 70 '0 %0 100 110 1(0

3/*m?$ (m/0)


42/67

ues Alternos. ietograma

P/mm

5.)% 5.)%

7.5) 7.5)B5.)% (.05%.0' %.0'B7.5) 1.5)

10.3& 10.3&B%.0' 1.('

11.)' 11.)'B10.3& 1.1(

1(.)' 1(.)'B11.)' 1.00

13.3% 13.3%B1(.)' 0.%1

1).(3 1).(3B13.3% 0.')

15.0( 15.0(B1).(3 0.7%

15.7& 15.7&B15.0( 0.7)

1&.)7 1&.)7B15.7& 0.71

17.1) 17.1)B1&.)7 0.&7

OP


43/67


44/67

I = Intensidad mxima (mm/min)

K = 111.97

m = 0.046

n = 0.472

Perido de Retorno (T) en aos

2 5 10 25 5

5 42.708 44.547 46 47.97 49.

10 29.333 30.595 32 32.946 34.

15 23.546 24.559 25 26.446 27.20 20.146 21.013 22 22.628 23.

30 16.172 16.868 17 18.164 18.

40 13.837 14.432 15 15.541 16.

50 12.261 12.788 13 13.771 14.

60 11.107 11.585 12 12.475 12.

70 10.217 10.656 11 11.475 11.

80 9.503 9.912 10 10.674 11.

90 8.916 9.299 9.6 10.014 10.

100 8.421 8.783 9.1 9.458 9.7

110 7.997 8.341 8.6 8.982 9.2

120 7.628 7.957 8.2 8.568 8.8

Estudio Hidrolgico instalacin dl sistma d agua ! alcantarillado d "an #a$al.

Cuadro 610.1. Para construir el $ietograma se porcede as-

1 +n el centro se coloca la precipitaci*n registrada en los 1

( A su derec$a, se coloca la precipitacion registrda en el (3 A la i#Zuierda, la registrada en el 3er interalo ms lluio

) A la derec$a el ), asi suceciamente.

t /min P /mm10 0.7((0 0.'(30 0.%))0 1.1550 1.5%

&0 5.&770 (.1('0 1.3(

%uadro &'8.(ond)

Duracin(t)

(minutos)

*ro!cto )

(.00

3.00

).00

5.00

&.00

F/'2

P(mm)

I =


45/67


46/67

0 100 200 Cuadro 610.I[todo de l24 51.128 52.785 t /min /mm$14 35.116 36.254 10 3).01)

03 28.188 29.101 (0 (3.3&161 24.118 24.9 30 1'.75(52 19.36 19.987 )0 1&.0)545 16.565 17.102 50 1).(1717 14.678 15.153 &0 1(.'7%79 13.297 13.728 70 11.')747 12.231 12.627 '0 11.0(02 11.377 11.746 %0 10.33'38 10.673 11.019 100 %.7&565 10.081 10.408 110 %.(73

73 9.573 9.884 1(0 '.')&46 9.132 9.428

min mas lluiosos.

interalo ms lluioso.o.

N5 J/*3$'+-m-

n

m

t

T


47/67

30 )0 50 &0 70 '0 %0 100 110 1(0

3/*m?$ (m/0)


48/67

oZues Alternos. ietograma

P/mm

5.&7 5.&7

7.7% 7.7%B5.&7 (.1(%.3' %.3'B7.7% 1.5%

10.70 10.7B%.3' 1.3(

11.'5 11.'5B10.7 1.15

1(.'' 1(.''B11.'5 1.03

13.'( 13.'(B1(.'' 0.%)

1).&% 1).&%B13.'( 0.'7

15.51 15.51B1).&% 0.'(

1&.(' 1&.('B15.51 0.77

17.00 17B1&.(' 0.7(

17.&% 17.&%B17 0.&%

OP


49/67


50/67

Cuadro 67

DS8NQCR6 D+ PN+CP8AC!6+S PANA () !NAS B 8P! + 68+6SDAD

Datos-

Per. Netorno- (5 /dato

Pm"()$ - (&.00 umell

6 ora t


8ipo /mm.$r

1 0.00 0 0.00 0.00

( (.00 0.0(( 0.57 0.(%

3 ).00 0.0)' 1.(5 0.3)

) &.00 0.0' (.0' 0.)(

5 7.00 0.0%' (.55 0.)7

& '.00 0.1( 3.1( 0.57

7 '.50 0.133 3.)& 0.&'

' %.00 0.1)7 3.'( 0.73

% %.50 0.1&3 ).() 0.'3

10 %.75 0.17( ).)7 0.%)

11 10.00 0.1'1 ).71 0.%)

1( 10.50 0.(0) 5.30 1.(0

13 11.00 0.(35 &.11 1.&1

1) 11.50 0.('3 7.3& (.5015 11.75 0.357 %.(' 7.70

1& 1(.00 0.&&3 17.() 31.'(

17 1(.50 0.735 1%.11 3.7)

1' 13.00 0.77( (0.07 1.%(

1% 13.50 0.7%% (0.77 1.)0

(0 1).00 0.'( (1.3( 1.0%

(1 1&.00 0.'' ((.'' 0.7'

(( (0.00 0.%5( ().75 0.)7

(3 ().00 1 (&.00 0.31

Pacum./mm.


51/67

Cuadro 6%.I[todo de loZues Alternos. ietograma

t /min /mm$ P/mm

10 (7.1& ).53 ).53

(0 ((.30 7.)3 7.)3B).53 (.%0

30 1'.31 %.15 %.15B7.)3 1.7(

)0 1&.5% 11.0& 11.0&B%.15 1.%1

50 15.03 1(.5( 1(.5(B11.0& 1.)&

&0 13.&( 13.&( 13.&(B1(.5( 1.10

70 1(.3) 1).3% 1).3%B13.&( 0.77

'0 11.1' 1).%0 1).%B1).3% 0.51

%0 10.13 15.1% 15.1%B1).% 0.(%

100 %.1' 15.(% 15.(%B15.1% 0.10

110 '.31 15.() 15.()B15.(% 0.00

1(0 7.53 15.0& 15.0&B15.() 0.00

OP


52/67

+S D+ DS+T!

68+6SDAD+S D+ DS+T!

6

1 15 31.'(

( 30 1%.7&

3 &0 11.13

) %0 7.%&

5 1(0 &.%'

& 1'0 5.1&

7 ()0 ).15

' 300 3.50

% 3&0 3.03

10 7(0 1.'0

11 1))0 1.0'3

t/min /mm$

1 10 (7.1&

( (0 ((.30

3 30 1'.31) )0 1&.5%

5 50 15.03

& &0 13.&(

7 70 1(.3)

' '0 11.1'

% %0 10.13

10 100 %.1'

11 110 '.31

1( 1(0 7.53

8iempos/minutos

ntensidad/mm.$ora

I03*0/


53/67

Cuadro 6%.1. Para construir el $ietograma se porced

).53 1 +n el centro se coloca la precipitaci*n r

(.%0 ( A su derec$a, se coloca la precipitacion

1.%1 3 A la i#Zuierda, la registrada en el 3er int

1.7( ) A la derec$a el ), asi suceciamente.

1.)&

1.10 t /min P /mm

0.77 10 0.00

0.51 (0 0.(%

0.(% 30 0.77

0.10 )0 1.)&

0.00 50 1.%1

0.00 &0 ).5370 (.%0

'0 1.7(%0 1.10

100 0.51110 0.101(0 0.00

0.

1.

(.

3.

).

5.

P(mm)


54/67

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1))0.00

.00

.00

.00

.00

.00

.00

.00

J/" = B1(.0%5)00)57% ln/" ? ('.00&)717(73NU = 0.%3%&(707%5

IDAD PARA T:7" (L$'-+3m/.-)

T/*m?$ (m/0&3$)

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1))0

J/" = 33.0'%17370%3 e"p/ B0.(%5'5)11)5 " NU = 0.%&%5%'&1%1

E?$0*0./-

T/*m?$ (m/0&3$)


55/67

e as-

gistrada en los 10 min mas lluiosos.

registrda en el ( interalo ms lluioso.

eralo ms lluioso.

10 (0 30 )0 50 &0 70 '0 %0 100 110 1(000

00

00

00

00

00

F/'2 N J/*3$'+-m-

3/*m?$ (m/0)


56/67

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1)0.00

5.00

10.0015.00

(0.00

(5.00

30.00

35.00

J/" = B (.377%0'7'7%" ? (3.0('70)()()

NU = 0.71%5)3)3&7

L/0*-

T/*m?$ (m/0&3$)

I03*0/


57/67


58/67

0

3

15 30 &0 %0 1(0 1'0 ()0 300.00

5.00

10.00

15.00

(0.00

(5.00

30.00

35.00J/" = )3.&3)0'(70%) "FB1.('%505'3NU = 0.%(%&7&3(5

P$3*0./-

T/*m?$ (m/0&3$)

I03*0/


59/67


60/67

3&0 7(0 1))0

3


61/67


62/67

Cuadro 67


Datos-


Pm"()$ - ('.50 umell

6 ora t


8ipo /mm.$r

1 0.00 0 0.00 0.00

( (.00 0.0(( 0.&3 0.31

3 ).00 0.0)' 1.37 0.37

) &.00 0.0' (.(' 0.)&

5 7.00 0.0%' (.7% 0.51

& '.00 0.1( 3.)( 0.&3

7 '.50 0.133 3.7% 0.7)

' %.00 0.1)7 ).1% 0.'0

% %.50 0.1&3 ).&5 0.%1

10 %.75 0.17( ).%0 1.03

11 10.00 0.1'1 5.1& 1.03

1( 10.50 0.(0) 5.'1 1.31

13 11.00 0.(35 &.70 1.77

1) 11.50 0.('3 '.07 (.7)15 11.75 0.357 10.17 '.))

1& 1(.00 0.&&3 1'.%0 3).''

17 1(.50 0.735 (0.%5 ).10

1' 13.00 0.77( ((.00 (.11

1% 13.50 0.7%% ((.77 1.5)

(0 1).00 0.'( (3.37 1.(0

(1 1&.00 0.'' (5.0' 0.'&

(( (0.00 0.%5( (7.13 0.51

(3 ().00 1 ('.50 0.3)

Pacum./mm.


63/67

68+6SDAD+S D+ DS+T!

68+6SDAD+S D+ DS+T!

6

1 15 3).''

( 30 (1.&&

3 &0 3.11

) %0 %.(%

5 1(0 7.&5

& 1'0 5.&5

7 ()0 5.5&

' 300 3.')

% 3&0 3.3(

10 7(0 1.%'

11 1))0 1.1''

1 (0 100.%'

( )0 7&.%&

3 1))0 10.)1

8iempos/minutos

ntensidad/mm.$ora

I03*0/


64/67

30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1))0

= B1(.)0'7)))707 ln/" ? ('.&&)1150&)(= 0.'0710('30(

AD PARA T:1"" (L$'-+3m/.-)

Column V

T/*m?$ (m/0&3$)


65/67

15 30 &0 %0 1(0 1'0 ()0 300 3&0 7(0 1)0.00

5.00

10.0015.00

(0.00

(5.00

30.00

35.00

)0.00

J/" = B (.35%'3)5)55" ? (3.07%33)5)55NU = 0.57'3)&((')

L/0*-

T/*m?$ (m/0&3$)

I03*0/


66/67

0

(

15 30 &0 %0 1(0 1'0 ()0 300.00

5.00

10.00

15.00

(0.00

(5.00

30.00

35.00

)0.00

J/" = (&.1(1&'1''17 e"p/ B0.(57''%&NU = 0.7)777('3%5

E?$0*0./-

T/*m?$ (m/0&3$)

I03*0/


67/67

3&0 7(0 1))0

(3 "

3&0 7(0 1))0

Documents

Precipitaciones Maximas Instantaneas Por 4 Metodos - Copia