informe de hidrologia modificada 1

7/25/2019 Informe de Hidrologia Modificada 1

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MUNICIPALIDAD DISTRITAL DE YANACANCHA

ESTUDIO HIDROLOGICO

ESTUDIO HIDROLGICO


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INDICE

CAPITULO I

GENERALIDADES

1.1 INTRODUCCION

1.2 ANTECEDENTES

1.3 OBJETIVO

CAPITULO II

HIDRAULICA

2.1 INFORMACION ESTUDIADA2.2 ANALISIS ESTADSTICO DE LA INFORMACIN

HIDROMETEOROLICA

2.3 ANALISIS DE FRECUENCIAS Y PRUEBAS DE CONSISTENCIAS

2.4 PRECIPITACIN DE DISEO PARA DURACIONES MENORES A 24

HORAS

2.5 HIDROGRAFIA

2.5.1 ESTUDIO DE CUENCAS2.5.2 ESTUDIO DE CAMPO

2.5.3 CAUDALES

CAPITULO III

HIDROLOGIA Y DRENAJE

3.1 DESLIAMIENTO DE TALUDES

3.2 PLANTEAMIENTO DE SOLUCIONES A LOS PROBLEMAS DE

DRENAJE

CONCLUSIONES

RECOMENDACIONES

ANE!O

A". INFORMACIN METEOROLGICA

ESTUDIO HIDROLGICO


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ESTUDIO DE HIDROLOGIA E HIDRAULICA

CAPITULO I

GENERALIDADES

1.1 INTRODUCCION

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1.2 ANTECEDENTES

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ESTUDIO HIDROLGICO


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1.3 OBJETIVO

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ESTUDIO HIDROLGICO


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0$'(#6' /(*,&0*(# > 0'+#$$/#$ # (*-' 0'*(*,*-/ #+ /8$#+ 0' +#('#*'(,/ 0' #+

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/8$#+ > #+= '-*,#$ )$/8'#+ 0' &(*/(#*'(,/.

CAPITULO II

HIDRAULICA

2.1INFORMACION ESTUDIADA

Inform!"#n M$%$oro'"!

S' ' '+,< 0'+#$$/#(0/ ' '+,&0*/ # (*-' 0'*(*,*-/ )#$# # *)''(,#*7( 0' &(

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C()ro No1

ESTACION LATITUD LONGITUD ALTITUDPER*ODO DEREGISTRO

A+OS

C'$$/ 0'P#+/

141+&$

15/'+,' 42 +( 21 212 11

ESTUDIO HIDROLGICO


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2.3 AN4LISIS DE FRECUENCIAS Y PRUEBAS DE CONSISTENCIA

L# *(/$#*7( /8,'(*0# '( (,/ # # ','/$//=# %&' '+ # )$'*)*,#*7(


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0*+,$*8&*/('+ (/$#'+ 0' 0#,/+ *(0')'(0*'(,'+ // '+ ' #+/ 0' (&'+,$#+'+,#*/('+ ','/$/7*#+ #&(%&' '( # )$


10/34


E& An,&"" )$ Con"%$n!" $r 0&"!)o $r, $& )$ 6o&mo'oro75 Sm"rno7

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11/34


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0'$'*'(,' +'$< )#+#0# '( $/+ /$$'+)/(0*'(,'+ %&' )'$*,*$


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CUADRO No PRUEBA DE AJUSTE DE SMIRNOV 5 6OLMOGOROV

ITEMP# 24? P# 24? )" G&8' N/$# L/ N/$#

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3. 3. .4 .34 .31 .5 .21 .12 3.3 .5 .444 .4 3. 3. . .34 . .5 .21 .552 3.3 .5 .444 .

1 44. 3. .3 .1 .2 .42 . .42 3.11 .54 .4 .11 23.5 3. .53 .5 .3 .335 .311 .35 3.54 .431 . .4312 4. 35. .55 .24 . .2 .523 .2 3.555 .314 .232 .13 3. 33.2 .51 .544 .2 K.2 .41 .2 3.53 .4 .533 .114 4. 3.5 .41 .412 .43 K.33 .353 .1232 3.41 K.2 .33 .4215 2. 3. .444 .31 .52 K.42 .334 .15 3.41 K.32 .3 .351 23. 3. .4 .31 .15 K.42 .334 .25 3.41 K.32 .3 .351 3. 3. .3 .31 .213 K.42 .334 .355 3.41 K.32 .3 .1 2. 2.4 .333 .311 .2 K.53 .3 .25 3.31 K.414 .33 .21 25.1 2. .2 .323 .24 K.4 .22 .234 3.353 K.52 .25 .222 3.5 2. .25 .2412 .1 K. .2 .44 3.2 K. .22 .3321 3. 2. .222 .231 .5 K.32 .22 .1 3.2 K. .211 .1422 22. 25.1 .15 .15 .22 K1.4 .143 .3 3.223 K1.3 .1415 .4323 2.4 23.5 .14 . .42 K1.251 .155 .42 3.15 K1.34 . .5424 2. 23. .111 .3 .23 K1.314 .44 .1 3.135 K1.43 .52 .35

25 2. 22. .4 .2 .13 K1.35 .1 .12 3.11 K1.511 .54 .2 33.2 2. .3 .32 .41 K1. .541 .11 3.3 K1. .32 .M'0*# 33.3 3.4D'+V,@ . .24

Delta Calc (MAX:) 0.0730 0.1232 0.0842 D$&% T$or"!o: ;.2


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C()ro No>

Pr$!"0"%!"#n m,"m $n 2 or

E%!"#n C$rro )$ P!oOr)$n )$!$n)$n%$

Mm?P 8 @2

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2.4 1.2. 23.42. 4.2. 43.525.1 .23.5 .123. 1.122. 11.42. 11.2

!33.4 1553.N2

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14/34


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14 3.5 21. 12. . 5. 4.15 32.1 1.1 11.3 . 5. 4.1 3. 23.2 13. .2 . 4.1 4. 2. 1.2 1.2 .5 .12 2. 1.2 1.2 .1 4.5 3.21 3. 22.3 13.3 . 5. 4.22 34.2 2.4 12.1 .2 5.3 4.323 2.5 15. .4 5. 4.1 3.324 42.4 25.2 15. . . 5.3

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19/34


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2.> HIDROGRAFIA

2.>.1 ESTUDIO DE CUENCAS

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ESTUDIO HIDROLGICO


21/34


L# ,/)/$#=# 0' # &'(# )$'+'(,# )'(0*'(,'+ )// )$/(&(*#0#+ '( # 0*$'*7(

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ESTUDIO HIDROLGICO


22/34


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P#$# ' )$/>',/ (/ +' '(/(,$#$/( )$/8' +' //#$#( &$/+ 0' /(,'(*7( :(*#'(,' )#$# '

+/+,'(**'(,/ 0' #+ '+,$&,&$#+ )#(,'#0#+.

L/+ $'+ 0/(0' +' )$/>',# //#$ &$/+ 0' +/+,'(**'(,/ +' '(&'(,$#(

*(0*#0/+ '( ' )#(/ $''$*0/.

3.2 INVENTARIO DE CURSOS DE AGUA

D' #( '-#*7( 0' /+ ,$#8#6/+ 0' #)/ +' ?#( )/0*0/ *0'(,**#$ '( '

+*+,'# 0' 0$'(#6' NO '*+,'( '( # 9/(# '( '+,&0*/ 0*-'$+#+ /8$#+ // &(',#+

8#0'('+ #(#'+ 0' )#+'+ 0' # #6#+ 0' $'&(*7( 0' #+ 0' &-*# ',.

3.3 PLANTEAMIENTO DE SOLUCIONES A LOS PROBLEMAS DE DRENAJE

#. E( # #>/$=# 0' /+ #+/+ )#$# (&'+,$/ )$/>',/ 0'8*0/ # # +'*7( **,#(,'

0' # -=# +// '+ 6&+,**#8' # //#*7( 0' &(',#+ # &( #0/ 0' # -=# )/$ /

+' 0','$*(#$< &(# +'*7( ?*0$


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'. C/)',#$ #+ '+,$&,&$#+ '(*/(#0#+ # / #$/ 0' # -=#.

3.. OBRAS DE DRENAJE

A / #$/ 0' # 9/(# '( '+,&0*/ +' *)''(,#$ 0')'(0*'(0/ 0' # (#,&$#'9# 0' # ,/)/$#=# 0' $ +' ,*'('

%&' /(+,$&*$ &(',#+ $'-'+,*0#+ > ,'(*'(0/ '( /(+*0'$#*7( # (#,&$#'9#0' +&'/ )&0*'(0/ +'$ )'$'#8' / *)'$'#8' S' )$/)/(' %&' #

+'*7( ?*0$


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TRAMO 1

TRAMO 2

TRAMO 3

ESTUDIO HIDROLGICO


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TRAMO 4

TRAMO 5

ESTUDIO HIDROLGICO


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TRAMO 6

TRAMO =

ESTUDIO HIDROLGICO


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TRAMO

ESTUDIO HIDROLGICO


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CUNETAS DE VA

N

PROGR.

INICIAL

PROGR.

FINAL

UBICACIN

MARGEN

DESCRIPCION

10+000.

000+030.0

0Av. LaCultura

Izqu/!r!"

Cu#!ta a$%&' la& !va"ua a "u#!ta ! lav(a )r*#"*)al

20+030.

000+0.0

0Av. LaCultura

Izqu/!r!"

Cu#!ta a$%&' la& !va"ua a "u#!ta ! lav(a )r*#"*)al

30+0.

000+,30.0

0Av. LaCultura D!r!"-a

Cu#!ta 0 la& !va"ua a "u#!ta ! la v(a)r*#"*)al

40+000.

000+00.0



50+00.

000+0.0


Dr!#a *r!"ta$!#t! a la "u#!ta ! la v(a)r*#"*)al

60+0.

000+.0

0Av. LaCultura D!r!"-a Eva"ua )&r al"a#tar*lla

70+00.0

000+,0.0

0Av. LaCultura D!r!"-a Eva"ua )&r al"a#tar*lla

80+,0.

000+,0.0



CONCLUSIONES

A!" #RA$ ENTRE E TRAMO %A&AJE ' *AA"--" ART$RO RO)E& MORAE&.

DI&TRITO DE ,ANA(AN(-A * %A&(O / %A&(O0

#. E +*+,'# 0' 0$'(#6' '*+,'(,' '( # 9/(# '( '+,&0*/ A!" #RA$ ENTRE E

TRAMO %A&AJE ' *AA"--" ART$RO RO)E& MORAE&. DI&TRITO DE

,ANA(AN(-A * %A&(O / %A&(O0 &(*/(# '0*#(,' #(#'+ ?'?/+ )/$ #

*+# '+/$$'(,=# 0' # 0' &-*#+ 0'**'(,''(,'.

H#> # (''+*0#0 0' '6/$#$/.

RECOMENDACIONES

8. M*'(,$#+ ' )$/'+/ (''+#$*/ )#$# # '6'&*7( 0' # 9/(# '( '+,&0*/ #

&(**)#*0#0 /$$'+)/(0*'(,' 0'8' $'#*9#$ ' #(,'(**'(,/ )'$*70*/ (''+#$*/

0' # #, -=# &'/ 0' #0# )/# 0' &-*#+ ,#(,/ 0' # )#,#/$# 0' ,/0/ '

+*+,'# 0' 0$'(#6' '*+,'(,' ?#*'(0/ 0' '+# #('$# #+ ,$#(+*,#8' # -=# >

$'0&*'(0/ +*(**#,*-#'(,' /+ 0#;/+ # /+ -'?=&/+ *'$/+ > )'+#0/+ %&'

*$( )/$ '#.

ESTUDIO HIDROLGICO


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. L# &(**)#*0#0 $'+)',*-# 0'8' )$/$##$ &( $/(/$## 0' #(,'(**'(,/ 0'

+*+,'# 0' 0$'(#6' # *)''(,#$+' *(0*#(0/ '( '# # )'$*/0**0#0 0' #

'6'&*7( +/8$' ,/0/ *('0*#,#'(,' # # /(&+*7( 0' &(# &'$,' )$'*)*,#*7(.

ESTUDIO HIDROLGICO


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ANEO

ESTUDIO HIDROLGICO


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ANEO

A@. INFORMACI/N METEOROL/GICO

ESTUDIO HIDROLGICO


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ANE!OS

DATOS CLIMATOLOGICOS ESTACION CERRO DE PASCO

ESTUDIO HIDROLGICO


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informe de hidrologia modificada 1

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