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  • 7/25/2019 CALCULOS HIDRAULICO

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    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

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    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

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    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

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    **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

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    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

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    4*4'%44 &%&'$ 4%(' &%)'4

  • 7/25/2019 CALCULOS HIDRAULICO

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    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

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    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

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    %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

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    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