View
307
Download
0
Category
Preview:
Citation preview
7/25/2019 CALCULOS HIDRAULICO
1/13
CUADRO
Precipitacion Maxima en 24 H
LATITUD: 953
LO!ITUD: 7630
Ao Ene. Feb. Mar. Abr. May. Jun.
&'$' &4%& &2%& &4%( && )%" #%"
&''* &4 (%) &$%" &*%' &4 &&%(
&''& &$ %& 2(%& &2 * *
&''2 2*%( &'%$ 2&%( &(%' s+d $%"
&''" 2&%( 24%4 22%" 2#%" &2%$ &*
&''4 2( 22%" &2%& )%2 4%& "%2
&''# 2#%& 2"%$ 22%' &)%" 2"%2 )%(
&''( %" 2(%' 2) "" &$%# (%'
&'') 2"%" &)%& 2$%$ &* s+d #%)
&''$ 2"%' 4&%# 2( &2%# && )%2
7/25/2019 CALCULOS HIDRAULICO
2/13
Cua$ro N,b5 Coe6iciente( $e e(corrent7a 4ara (er u(a$o( en el M8to$o Racional
9aracterstica de 8a superficie
Perodo de retorno
2 # &* 2* 2# #*
Areas de 9u8ti;os
P8ano< *12= *%"& *%4& *%"( *%"' *%4* *%4"
Promedio< 21)= *%"# *%"$ *%4& *%4" *%44 *%4$
Pendiente superior a )= *%"' *%42 *%44 *%4) *%4$ *%#&
Pasti>a8es *%**
P8anos< *12= *%2# *%2$ *%"* *%"" *%"4 *%")
Promedio< 21)= *%"" *%"( *%"$ *%4& *%42 *%4#
Pendiente superior a )= *%") *%4* *%42 *%4# *%4( *%4'
?os@ues *%**
P8anos< *12= *%22 *%2# *%2$ *%"* *%"& *%"#
Promedio< 21)= *%"& *%"4 *%"( *%"' *%4* *%4"
*%"# *%"' *%4& *%44 *%4# *%4$
uente: Hidro8oBa Ap8icada< Cen Te 9ho< Da;id E% Maidment< Larry F% Mays
Pendiente superior a )=
7/25/2019 CALCULOS HIDRAULICO
3/13
ProB Tipo 8onBitud de inf8uencia
atrGs ade8ante tota8 Lon Area cuenca
**6*2*%**AL9ATAEILLA * &"$ &"$ #$*
*"6##$%**AL9ATAEILLA * #$) #$) "**
*46&4#%**?AD &(# $* 24# ($***64(*%**AL9ATAEILLA * "'& "'& 4(*
**6$#*%**AL9ATAEILLA * 2$* 2$* #$*
*&6&"*%**AL9ATAEILLA * (2* (2* "**
*&6)#*%**AL9ATAEILLA * #** #** "'#
*26"&*%** AL9ATAEILLA #* 4$* #"* "2*
*26$2*%**AL9ATAEILLA * $** $** "**
*"6(#)%(*AL9ATAEILLA * 2#( 2#( #)*
*"6')2%#*AL9ATAEILLA #* )#* $** 2*)
*46)$"%"* AL9ATAEILLA * ##* ##* "#*
*#6"$*%**AL9ATAEILLA * (** (** "4#
*#6'$#%**AL9ATAEILLA * (&* (&* "
*(6()*%**AL9ATAEILLA * 2'* 2'* #)**(6'#'%**AL9ATAEILLA * &'& &'& "#*
*$6*#(%"*AL9ATAEILLA #** * #** ")*
*$6('*%**AL9ATAEILLA (** * (** "4#
*'6&*(%**AL9ATAEILLA 4** * 4** #$*
*'64((%**AL9ATAEILLA "(* * "(* &(#
*'6#$4%#*AL9ATAEILLA $# &4' 2"4 2)*
*'6)""%**AL9ATAEILLA * #$) #$) "4#
&*6"2*%**AL9ATAEILLA * #** #** "$*
&*6$#*%**AL9ATAEILLA * "2*%" "2*%" #$*
&&64$*%**AL9ATAEILLA "** * 4#* 4"#
&&6$&*%**?AD &)2 42*%" #'2%" 4(#
&26"2*%**AL9ATAEILLA '* 4#* #4* "#*&"6*#4%&*AL9ATAEILLA 2#* 22* 4)* 4*#
&"6"4*%**AL9ATAEILLA 4) #) &*4 2#*
&"64#*%**AL9ATAEILLA #" )$%" &"&%" "4*
&"6#'*%**POTO ') ( )&2 #$*
&4624*%**AL9ATAEILLA * 4#* 4#* 4
&46)2*%**AL9ATAEILLA * 2)2 2)2 #)#
>(*%**AL9ATAEILLA 2(' * 2(' #)*
**6&"(%**AL9ATAEILLA * &&) &&) #)*
**62#2%#*AL9ATAEILLA * "(" "(" ()*
**6(%**AL9ATAEILLA * (2* (2* 2$(
*&6"&2%**AL9ATAEILLA * 2($ 2($ #)*
7/25/2019 CALCULOS HIDRAULICO
4/13
**6&"&%$* Ponton * 2($ 2($ &)'4
**6#(*%** ?aden Area . $2*&"'%2**2< Perimeter . )*"(%"$&(
**6)*#%#* A8cantari88a
*&6*'&%)* Ponton
*&62$*%** Ponton
*&6(4*%** A8cantari88a
*26&4*%** A8cantari88a
*26#'*%** A8cantari88a
*26'2*%** A8cantari88a
*"6&**%** A8cantari88a*"6#$$%(* ?aden
*"6($)%(* Ponton
*"6')*%** A8cantari88a
*46#$*%** A8cantari88a
*#6*4*%** Ponton
*#6&4(%** Ponton
*#64#*%** A8cantari88a
*#6()*%** ?aden
*(6***%** ?aden
*(6"4*%** A8cantari88a
*(6)**%** A8cantari88a
*)62&*%** ?aden*)6("*%** A8cantari88a ALADO
*$6*&*%** A8cantari88a
*$62"*%** ?aden
*$62#)%"* ?aden
*$6)2#%#* ?aden
*$6''#%** ?aden
*'6*%** ?aden
*'644*%** ?aden
*'6((*%** A8cantari88a
*'6'"*%** ?aden
&*6*"4%** Ponton
&*6*($%** ?aden&*62"(%** ?aden
7/25/2019 CALCULOS HIDRAULICO
5/13
Lon de cauceP Area de c P L
2"** &4"( *%*$**4 &%4"( *%#$ $**4*
&))4 *%&)(& &%))4 *%"
&$#* *%&((( &%$# *%($&)*2 *%&)'$( &%)*2 *%4(
&)2* *%&(24 &%)2 *%#$
&$4* *%&$( &%$4 *%"
&)'* *%&')# &%)' *%"'#
&)** *%&('( &%) *%"2
22** *%24 2%2 *%"
&(#2 *%&4#'2 &%(#2 *%#)
2*&4 *%&(#( 2%*&4 *%2*)
&$** *%&'2# &%$ *%"#
&$'* *%2*) &%$' *%"4#
&$#* *%&'2 &%$# *%"
&)2* *%&(#" &%)2 *%#)&*$2 *%*(($# &%*$2 *%"#
&)4* *%&$# &%)4 *%")
&$'* *%2*) &%$' *%"4#
&'(* *%2"2 &%'( *%#$
&*#* *%*#'4 &%*# *%&(#
&**$ *%*("&$ &%**$ *%2)
&$(4 *%2*2# &%$(4 *%"4#
&)(* *%&' &%)( *%"$
&$**%( *%&$#))4 &%$**( *%#$
&))* *%&'#)# &%)) *%4"#
2&&4%( *%2)#4&'# 2%&&4( *%4(#
&)$* *%&$' &%)$ *%"# &%"#&)#* *%&'*"# &%)# *%4*# "( *%'&44
)*$ *%*2( *%)*$ *%2# *%(#(('44"
'42%( *%*44(42 *%'42( *%"4
2#$4 *%4&2'( 2%#$4 *%#$
&)"* *%&$()# &%)" *%4
&('4 *%(4 &%('4 *%#)#
&()$ *%""" &%()$ *%#)
&")4 *%*(((' &%")4 *%#)
2*(( *%24"2& 2%*(( *%()
&$&2 *%&))"2 &%$&2 *%2$(
&()( *%)( &%()( *%#)
7/25/2019 CALCULOS HIDRAULICO
6/13
4*4'%44 &%&'$ 4%(' &%)'4
7/25/2019 CALCULOS HIDRAULICO
7/13
Item PROG
Calculo de la pendiente de la cu
AREA
( km ) ( km2 ) ( kc ) ( km ) ( k
1 **6*2*%** ALCANTARILLA 1.436 .! 1.432 ."!
2 *"6##$%** ALCANTARILLA 1.$$4 .1$6 1.1#3 .3
3 *46&4#%** BADEN 1.!" .16$ 1.2$# .6!
4 **64(*%** ALCANTARILLA 1./% .1! 1.132 .46
" **6$#*%** ALCANTARILLA 1.%/ .162 1.24 ."!
6 *&6&"*%** ALCANTARILLA 1.&/ .1!6 1.24 .3
$ *&6)#*%** ALCANTARILLA 1.2/ .1#! 1.136 .3#"! *26"&*%** ALCANTARILLA 1.// .1$ 1.164 .32
# *26$2*%** ALCANTARILLA %.%// .24 1.26$ .3
1 *"6(#)%(* ALCANTARILLA 1.-0% .146 1.22 ."$
11 *"6')2%#* ALCANTARILLA %./1& .166 1.3#6 .2$
12 *46)$"%"* ALCANTARILLA 1.// .1#3 1.1"$ .3"
13 *#6"$*%** ALCANTARILLA 1.2/ .2$ 1.1$2 .34"
14 *#6'$#%** ALCANTARILLA 1.0/ .1#2 1.1#1 .31"
1" *(6()*%** ALCANTARILLA 1.%/ .16" 1.1#3 ."$
16 *(6'#'%** ALCANTARILLA 1./% .6$ 1.1!1 .3"
1$ *$6*#(%"* ALCANTARILLA 1.&/ .1!" 1.141 .3$
1! *$6('*%** ALCANTARILLA 1.2/ .2$ 1.1$2 .34"
1# *'6&*(%** ALCANTARILLA 1.2-/ .232 1.14! ."!2 *'64((%** ALCANTARILLA 1./0/ ."# 1.21" .16"
21 *'6#$4%#* ALCANTARILLA 1.// .63 1.131 .2$
22 *'6)""%** ALCANTARILLA 1.-& .23 1.16! .34"
23 &*6"2*%** ALCANTARILLA 1.-/ .1# 1.13# .3!
24 &*6$#*%** ALCANTARILLA 1./1 .1!6 1.1$! ."!
2" &&64$*%** ALCANTARILLA 1./ .1#6 1.12# .43"
26 &&6$&*%** BADEN %.110 .2$" 1.13$ .46"
2$ &26"2*%** ALCANTARILLA 1./ .1!# 1.1"" .3"
2! &"6*#4%&* ALCANTARILLA 1.0/ .1# 1.132 .4"2# &"6"4*%** ALCANTARILLA /./ .26 1.23# .2"3 &"64#*%** ALCANTARILLA /.2&, .4" 1.2"# .34
31 &"6#'*%** PONTON %.0& .413 1.134 ."!32 &4624*%** ALCANTARILLA 1.,/ .1!$ 1.12# .41"33 &46)2*%** ALCANTARILLA 1.-2& .1"6 1.2! ."$"34 >(*%** ALCANTARILLA 1.- .1"3 1.2# ."$3" **6&"(%** ALCANTARILLA 1.3$4 .6$ 1."1 ."$36 **62#2%#* ALCANTARILLA 2.66 .243 1.1!2 .6$3$ **6(%** ALCANTARILLA 1.!12 .1$$ 1.214 .2!63! *&6"&2%** ALCANTARILLA 1.6$6 .1"3 1.21 ."$
%E&CRIPCI'ORA %E AR*E
Pe+imet+ode la
cuenca
Coe,cientede
compacidad
- ( -onitudcauce ma0o+ )
Coma
7/25/2019 CALCULOS HIDRAULICO
8/13
CA-C-O %E CA%A
PROEC*O E&PECIA- %E IRAE&*R
PROEC*O 7 8 RE9AI-I*ACIO %E CAIO& ECIA-E&8
*RAO& 7 8 -EOPAPA 5 CA&CAGA 5 I*IPC -: 4.6" ; 88 -EOPAPA 5
7/25/2019 CALCULOS HIDRAULICO
9/13
38 01+312.00 38.85 0.153 570.00 0.577
7/25/2019 CALCULOS HIDRAULICO
10/13
7/25/2019 CALCULOS HIDRAULICO
11/13
7/25/2019 CALCULOS HIDRAULICO
12/13
%IE&IOAIE*O ORA& %
ROEC*O E&PECIA- %E IRAE&*RC*RA RRA
PROEC*O 7 8 RE9AI-I*ACIO %E CAIO& EC
*RAO 7
ERO PROG OB+a de A+te ?(m3/@e)
A-
%teo+ico
( pul )
1 00+020.00 ALCANTARILLA 0.40 24.00
2 03+558.00 ALCANTARILLA 1.02 34.00
3 04+145.00 BADEN 0.75
4 00+460.00 ALCANTARILLA 0.91 33.00
5 00+850.00 ALCANTARILLA 0.77 31.00
6 01+130.00 ALCANTARILLA 1.04 35.00
7 01+750.00 ALCANTARILLA 1.06 35.00
8 02+310.00 ALCANTARILLA 1.01 34.00
9 02+820.00 ALCANTARILLA 1.16 36.00
10 03+657.60 ALCANTARILLA 0.72 30.00
11 03+972.50 ALCANTARILLA 1.15 36.00
12 04+783.30 ALCANTARILLA 1.16 36.00
13 05+380.00 ALCANTARILLA 1.16 36.00
14 05+985.00 ALCANTARILLA 1.16 36.00
15 06+670.00 ALCANTARILLA 0.78 31.00
16 06+959.00 ALCANTARILLA 0.39 23.00
17 08+056.30 ALCANTARILLA 1.02 34.00
18 08+690.00 ALCANTARILLA 1.16 36.00
19 09+106.00 ALCANTARILLA 1.13 36.00
20 09+466.00 ALCANTARILLA 0.43 24.00
21 09+584.50 ALCANTARILLA 0.40 24.00
22 09+733.00 ALCANTARILLA 1.11 36.00
23 10+320.00 ALCANTARILLA 1.06 35.00
24 10+850.00 ALCANTARILLA 0.81 31.00
25 11+480 00 ALCANTARILLA 1 04 35 00
7/25/2019 CALCULOS HIDRAULICO
13/13
PEO!E,IC TIPO*6&)#%)* AL9ATAEILLA
&""%" *6"*'%** AL9ATAEILLA
#'$%4 *6'*)%4* AL9ATAEILLA
&(*%2 &6*()%(* AL9ATAEILLA
&&2%4 &6&$*%** AL9ATAEILLA
&(* &6"4*%** ?AD
&(4%' &6#*4%'* ?AD
&*"%# &6(*$%4* ?AD
2*%2# &6(2$%(# ?AD
)(%"# &6)*#%** AL9ATAEILLA
2)"%4 &6')$%4* ?AD
$4%# 26*(2%'* AL9ATAEILLA()'%) 26)42%(* AL9ATAEILLA
"*&%2 "6*4"%$* AL9ATAEILLA
&&"%2 "6)%** AL9ATAEILLA
Recommended