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VIA DE ESTUDIO, CUENCAS Y LADERAS APORTANTES
16
ANEXOS
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CÁLCULO DE LOS CAUDALES MÁXIMOS PARA UN PERIODO DERETORNO DE 10 AÑOS
CUENCA 1
t c=0.0195∗( L
3
∆H )0.385
t c=0.0195∗( 37453
838−100 )0.385
t c=20.57min ; 5min< 79min
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗20.57−0.2952∗5
I TR=86.19mm /h
PARAMETRO DESCRIPCION K
RelieveMuy accidentadas
> !"#!
Permeabilia!"el#
$astante%e&mea'(e
1!
Ve$e%a&i'( Muc)a 5Alma&e(amie(
%# P*ca15
+, 7!
K =70∴cp=0.62
Q=0,62∗86.19
mm
h ∗(2.258 Km2)
3,6
Q=33.52 m
3
s
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CUENCA )
t c=0.0195∗
( L
3
∆H
)
0.385
t c=0.0195∗( 17383
200−76.5 )0.385
t c=16.87min ; 5min< 79min
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗16.87−0.2952∗5
I TR=91.39mm /h
PARAMETRO DESCRIPCION K
RelieveMuy accidentadas
> !"#!
Permeabilia!"el#
$astante%e&mea'(e
1!
Ve$e%a&i'( Muc)a 5Alma&e(amie(
%# Muc)a5
+, 6!
K =60∴cp=0.56
Q=0,56∗118.81
mm
h ∗(0.409 Km2)
3,6
Q=5.81 m
3
s
CUENCA *
19
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t c=0.0195∗( L3
∆H )0.385
t c=0.0195∗( 4803
3
960−76 )
0.385
t c=25.57min ; 5min< 79min
I TR=42.089∗t −0.2952∗ IdTR IdTR=55
mm
h
I TR=42.089∗25.57−0.2952∗5
I TR=80.83mm /h
PARAMETRO DESCRIPCION K
RelieveMuy accidentadas
> !"#!
Permeabilia!"el#
$astanteim%e&mea'(e
15
Ve$e%a&i'( $astante 1!Alma&e(amie(
%# $astante1!
+, 75
K =75∴cp=0.65
Q=0,65∗105.08
mm
h ∗(2.249 Km2
)3,6
Q=32.82 m
3
s
CUENCA +
t c=
0.0195∗
( L
3
∆H
)0.385
.!
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t c=0.0195∗( 52833
978−68 )0.385
t c=28.23min ; 5min< 79min
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗28.23−0.2952∗5
I TR=78.50mm /h
PARAMETRO DESCRIPCION K
RelieveMuy accidentadas
> !"#!
Permeabilia!"el#
$astanteim%e&mea'(e
15
Ve$e%a&i'( $astante 1!Alma&e(amie(
%# P*ca15
+, -! K =80∴cp=0.68
Q=0,68∗78.50
mm
h ∗(4.893 Km2)
3,6
Q=72.55 m3
s
CUENCA
t c=0.0195∗( L3
∆H )0.385
t c=0.0195∗( 3307
3
470−57 )0.385
.1
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t c=22.28min ; 5min< 79min
I TR=42.089∗t −0.2952
∗ IdTR IdTR=5mm
h
I TR=42.089∗22.28−0.2952∗5
I TR=84.18mm /h
PARAMETRO DESCRIPCION K
Relieve
Muy accidentadas
> !"
#!
Permeabilia!"el#
$astanteim%e&mea'(e
15
Ve$e%a&i'( $astante 1!Alma&e(amie(
%# $astante1!
+, 75
K =75∴cp=0.65
Q=0,65∗109.44
mm
h ∗(2.641 Km2)
3,6
Q=40.14 m
3
s
-ONI.ICACION DE INTENSIDADDES
ECUACIONES REPRESENTATIVAS DE LAS -ONAS
..
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.
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.#
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.5
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CÁLCULO DE LOS CAUDALES DE DISEÑO PARA CUNETAS POR ELMETODO RACIONAL/
Laera 1Área %#%al
m)2
1/76!..##-
LTRAMO 1. t&am*s de 1-609 mct&am*
Ti3# Media 2ade&aRelieve 3ccidentad* i,19"
Permeabilia!"el#
$astante %e&mea'(e
Ve$e%a&i'( $astanteAlma&e(amie
(%#Muc)a
Área! Par&iale! 4m)2 S"b&"e(&a!2
1 !/5.5) !/#-* !/.#7+ !/165 !/1#.5 !/!-66 !/!!7 !/!#18 !/!.610 !/!.911 !/!75
1) !/!#7
Laera )Área %#%al m)2 !/#!7!95-1#
Ti3# C*&teRelieve 3ccidentad* i,.."
Permeabilia!"el#
$astante%e&mea'(e
Ve$e%a&i'( $astanteAlma&e(amie(%# Muc)aÁrea! Par&iale! 4m)2 S"b&"e(&a!2
N* tiene Pa&cia(es
.6
Laera +Área %#%al
m)2!/.!51!-!#
LTRAMO # t&am*s de 17.0#m
c4t&am*
Ti3#Media (ade&a
%e&a(tadaRelieve Ondu(ad* i,905"
Permeabilia!"el#
$astanteIm%e&mea'(e
Ve$e%a&i'( $astanteAlma&e(amie(
%# Muc)aÁrea! Par&iale! 4m)2
S"b&"e(&a!216 !/16-17 !/!.518 !/!1!)0 !/!!.
Laera *Área %#%al
m)2 !/1.1!#6.
LTRAMO t&am*s de 19!077
c4t&am*
Ti3# Re((en*Relieve *ndu(ad* i, 9"
Permeabilia !"el#
$astanteIm%e&mea'(e
Ve$e%a&i'( $astanteAlma&e(ami
e(%# Muc)aÁrea! Par&iale! 4m)2
S"b&"e(&a!21+ !/!691 !/!#.615 !/!!9
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La carretera en desarrollo es de tipo media ladera pero por aplicación
de lo aprendido se realizara los cálculos para los diferentes tipos de
vías de las cuencas 1 y 13
LADERA 1 V9a e( Meia Laera2
S"b&"e(&a 1 LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )Q
2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&
*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*
S1, !/5.5 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i
(
¿s
).7
C
C1
Dónde:
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Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗525000 ]∗(101.06) (¿s )
Q1=7926.21(¿s )=7.93(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s ) S"b&"e(&a ) LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i
(
¿
s )Q
2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r# 4
C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*S1, !/#- =m.
.-
C
C1
Dónde:
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I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗348000 ]∗(101.06 )(¿s )
Q1=5271.69( ¿s )=5.27(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a * LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met& a(*&
.9
C
C1
Dónde:
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*C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !
tc , 1.min %e&mea'i(idad 1!
2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*S1, !/.#7 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗247000]∗(101.06)(¿s )
Q1=3756.96( ¿s )=3.76 (m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631(¿s )=0.053(
m3
s )
S"b&"e(&a + LADERA 12
!
C
C1
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Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*S1, !/165 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗165000]∗(101.06) (¿s )
Q1=2527.19( ¿s )=2.53(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
1
Dónde:
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Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&
*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*
', 1!m suma K , 55 0/*S1, !/1#7 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1
=0.00028∗
[ L∗(b∗C
2
+a∗C 1
)+C 3
∗S1
]∗i
(¿
s ).
C
C1
Dónde:
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Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗147000 ]∗(101.06) (¿s )
Q1=2257.23( ¿s )=2.23(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a 5 LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!
a, .m a(macenae 5 C*
C
C1
Dónde:
S1 , &ea Su'cuenca 6 ?=m.@
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', 1!m suma K , 55 0/*S1, !/!-6 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗86000]∗(101.06)(¿s )
Q1=1342.40( ¿s )=1.3(
m3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a 6 LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
#
C
C1
Dónde:
S1 , &ea Su'cuenca 7 ?=m.@
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Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*S1, !/!! =m.
I TR=42.089∗t −0.2952∗ IdTR
IdTR=5mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗30000]∗(101.06)
(¿
s )Q
1=502.55( ¿s )=0.52(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a 7 LADERA 12
5
C
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Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )Q
2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&
*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*
S1, !/!#1 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i
(
¿
s )Q
1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗41000]∗(101.06)(¿s )
Q1=667.52( ¿s )=0.67 (m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
6
C1
Dónde:
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Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(m
3
s )
S"b&"e(&a 8 LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!
a, .m a(macenae 5 C*
', 1!m suma K , 55 0/*S1, !/!.6 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
7
C
C1
Dónde:
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Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗26000]∗(101.06)(¿s )
Q1=442.56 (¿s )=0.44(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=52.631( ¿s )=0.053(
m3
s )
S"b&"e(&a 10 LADERA 12
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!
-
C
C1
Dónde:
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Pa&met&
*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*
', 1!m suma K , 55 0/*S1, !/!75 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1
=0.00028∗
[ L∗(b∗C
2
+a∗C 1
)+C 3
∗S1
]∗i
( ¿
s )Q
1=0.00028∗[186.93∗(10∗0.95+2∗0.225)+0.53∗75000 ]∗(101.06)(¿s )
Q1=352.58( ¿s )=0.35(m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i
(
¿
s )Q
2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=1177.43(¿s )=1.18(m
3
s )
S"b&"e(&a 1) LADERA 12
#!
Dónde:
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Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5 (ade&a: Re(iee !tc , 1.min %e&mea'i(i
dad 1!2, 1-6/9m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 55 0/*S1, !/!#7 =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[186.93∗(10∗0.95+2∗0.225 )+0.53∗47000]∗(101.06)(¿s )
Q1=757.50( ¿s )=0.76 (m
3
s )
#1
C
C1
Dónde:
S1 , &ea Su'cuenca 1.
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A
S1
S.
Q2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i ( ¿s )
Q2=0.00028∗[186.93∗(10∗0.95+2∗0.225 ) ]∗(101.06)(¿s )
Q2=1177.43(¿s )=1.18(m
3
s )
LADERA ) V9a e( r%e2
S"b&"e(&a 1* LADERA )2
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 4∗S2 ]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C ,C# !/5 (ade&a: Re(iee !
tc , 1.min %e&mea'i(idad 1!
2, 195/ m e8etaciBn 1!
a, .m a(macenae 5 C*
', 1!m suma K , 55 0/*S1, !/#!7 =m.
S., 3sum* !/# =m.
#.
S1 , &ea 2ade&a 1 ?=m.@
S. , &ea (ade&a . asumid*:
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Cuneta
$e&ma
ada
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=0.00028∗[ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i ( ¿s )
Q1=0.00028∗[195.33∗(10∗0.95+2∗0.225 )+0.53∗47000]∗(101.06)(¿s )
Q1=759.87( ¿s )=0.76 (m
3
s )
Q2=0.00028∗[ L∗(b∗C 2+a∗C 2)+C 4∗S2 ]∗i (¿s )
Q2=0.00028∗[195.33∗(10∗0.95+2∗0.225)+0.53∗40000 ]∗(101.06)(¿s )
Q2=654.89( ¿s )=0.65 (m
3
s )
LADERA * V9a e( Relle(# # Terra3l:(2
S"b&"e(&a 1+, 1, 15 LADERA *2
Q1=Q
2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i(¿s )
Pa&met& a(*&
#
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A1
A.
C1C.
S1
*C1, !/..58&aa:C. , !/95 asa(t*:C , !/!! (ade&a:tc , 1.min
2, 19!/77ma, .m', 1!mS1, !/!! =m.
I TR=42.089∗t −0.2952∗ IdTR IdTR=5
mm
h
I TR=42.089∗12−0.2952∗5
I TR=101.06mm /h
Q1=Q
2=0.00028∗[ L∗(b∗C 2+a∗C 1)]∗i(¿s )
Q1=Q
2=0.00028∗[190.77∗(10∗0.95+2∗0.225 ) ]∗(101.06 )( ¿s )
Q1=53.71(¿s )=0.054(m
3
s )
LADERA + V9a a meia laera 3eral%aa2
S"b&"e(&a 16 LADERA +2
##
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A1
A.
C1C.
S1
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5! (ade&a: Re(iee .!tc , 1.min %e&mea'i(i
dad 152, 17./#m e8etaci*n 1!a, .m a(macena
e 5 C*
', 1!m suma K , 5! 0/0S1, !/16- =m.
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Q1=0.00028∗[2∗172.34∗(10∗0.95+2∗0.225)+0.5∗168000 ]∗(101.06)( ¿s )
Q1=2473.98( ¿s )=2.47 (m
3
s )
S"b&"e(&a 17 LADERA +2
#5
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A1
A.
C1C.
S1
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5! (ade&a: Re(iee .!tc , 1.min %e&mea'i(i
dad 152, 17./#m e8etaci*n 1!
a, .m a(macenae 5 C*
', 1!m suma K , 5! 0/0S1, !/!.5 =m.
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Q1=0.00028∗[2∗172.34∗(10∗0.95+2∗0.225)+0.5∗25000 ]∗(101.06)
(
¿
s )Q
1=450.76 (¿s )=0.45(m
3
s )
S"b&"e(&a 18 LADERA +2
#6
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Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:
C. , !/95 asa(t*:Parame%r
# 4 C , !/5! (ade&a: Re(iee .!tc , 1.min %e&mea'i(i
dad 152, 17./#m e8etaci*n 1!a, .m a(macena
e 5 C*', 1!m suma K , 5! 0/0S1, !/!1! =m.
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Q1=0.00028∗[2∗172.34∗(10∗0.95+2∗0.225)+0.5∗10000 ]∗(101.06)( ¿s )
Q1=238.53( ¿s )=0.24 (m
3
s )
#7
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A1
A.
C1C.
S1
S"b&"e(&a )0 LADERA +2
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Pa&met&*
a(*&
C1, !/..58&aa:C. , !/95 asa(t*: Parame%r
# 4 C , !/5! (ade&a: Re(iee .!tc , 1.min %e&mea'i(i
dad 152, 17./#m e8etaci*n 1!
a, .m a(macenae 5 C*', 1!m suma K , 5! 0/0S1, !/!!. =m.
Q1=0.00028∗[2∗ L∗(b∗C 2+a∗C 1)+C 3∗S1 ]∗i (¿s )
Q1=0.00028∗[2∗172.34∗(10∗0.95+2∗0.225)+0.5∗2000 ]∗(101.06)
(
¿s
)Q
1=125.34 (¿s )=0.13(m3
s )
#-
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CALCULO DEL ;IDROPLANEO
;IDROPLANEO LADERA 1
#9
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;IDROPLANEO LADERA )
5!
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51
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;IDROPLANEO LADERA *
5.
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;IDROPLANEO LADERA +
5
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5#
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40/40