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Mes 1 2 31 3.84 4.45 3.87
2 4.06 4.2 4.13
3 4.56 4.45 4.33
4 4.05 3.97 3.86
5 2.59 3.21 3.29
6 2.25 2.33 3.05
7 1.77 1.63 2.25
8 1.26 1.29 1.43
9 0.97 0.93 0.9510 0.97 0.93 0.94
11 1.13 1.25 1.05
12 1.57 2.21 2.25
Curva de Frecuencias y Curva de Ca
ariaci!n de Caudales
Curva de Frecuencias
"#$ero %4&6 4&69 1 1
4&5 4&59 2 2
4&4 4&49 2 2
4&3 4&39 2 2
4&2 4&29 2 2
4&1 4&19 4 3
4 4&09 3 3
3&9 3&39 2 2
3&8 3&89 4 33&7 3&79 4 3
3&6 3&69 3 3
3&5 3&59 4 3
3&4 3&49 2 2
3&3 3&39 0 0
3&2 3&29 5 4
3&1 3&19 1 1
3 3&09 1 1
2&9 2&99 4 32&8 2&89 2 2
2&7 2&79 1 1
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2&6 2&69 1 1
2&5 2&59 3 3
2&4 2&49 1 1
2.3 2.39 1 1
2.2 2.29 9 8
2.1 2.19 1 12 2.09 1 1
1.9 1.99 3 3
1.8 1.89 2 2
1.7 1.79 2 2
1.6 1.69 3 3
1.5 1.59 1 1
1.4 1.49 4 3
1.3 1.39 0 0
1.2 1.29 6 51.1 1.19 2 2
1 1.09 5 4
0.9 0.99 22 18
0.8 0.89 3 3
0.7 0.79 1 1
0.6 0.69 0 0
0.5 0.59 0 0
0.4 0.49 0 0
0.3 0.39 0 00.2 0.29 0 0
0.1 0.19 0 0
0 0.09 0 0
120
CALCULO DEL CAUDAL DE DISEÑO
Qdiseño = 0.9M3/S
CALCULO DE DEMANDA DE ENERGIA
1459. KW
SE OBSERVA QUE EL RANGO ENTRE 0.9 - 0.99M3/S, ES EL QUE TIENFRECUENCIA Y SE MANTIENE DURANTE 9! DEL A"O
D#
$
( )τ r D D a f += 1
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% $ 0.0&32
' $ 1( #)*+
3!5"."1 #$
%O&ENCIA DE UN A%RO'EC(AMIEN&O (IDROE
$ 3&(.1 KW
CAUDAL DE DISE"O 0.90
$ 0.9
$ &0.(
D)
=
Q $ 3
/+
η x H xQ x P 81.9=
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Historial de Caudales
Año
4 5 6 7 8 93.63 3.25 3.49 4.10 3.52 3.28
4.00 3.76 3.71 3.85 3.78 3.65
4.52 4.65 4.21 4.10 3.98 4.17
3.55 3.53 3.70 3.62 3.51 3.20
2.56 2.93 2.24 2.86 2.94 2.21
2.45 2.60 1.90 1.98 2.70 2.10
2.21 1.77 1.42 1.28 1.90 1.86
1.60 1.13 0.91 0.94 1.08 1.25
1.03 0.99 0.92 0.88 0.90 0.880.96 0.96 0.92 0.98 0.99 1.00
2.00 1.03 0.98 0.90 0.90 0.95
1.63 2.84 1.22 1.86 2.90 2.28
dales
Curva de Caudales
"#$ero %1 1
3 3
5 4
7 6
9 8
13 11
16 13
18 15
22 1826 22
29 24
33 28
35 29
35 29
40 33
41 34
42 35
46 3848 40
49 41
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50 42
53 44
54 45
55 46
64 53
65 5466 55
69 58
71 59
73 61
76 63
77 64
81 68
81 68
87 7389 74
94 78
116 97
119 99
120 100
120 100
120 100
120 100
120 100120 100
120 100
120 100
MAYOR
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ERGE&ICO
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10.(0
0.0
102.9 .&(
3.41
4.30
3.18
2.58
2.25
1.42
0.78
0.840.91
0.98
1.49
Q# $ 3/+
Q
$ 3/+
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0 1 2 3 ( & 9 10
.&.(..3
.2.1
3.9
3.3.
3.&3.(
3.3.3
3.23.13
2.9
2.2.2.&
2.(2.2.3
2.22.12
1.91.1.
1.&1.(
1.
1.3 1.21.1
1
0.0.
0.&0.(0.0.30.20.10
CUR'A DEQ
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11 12 13 1 1( 1& 1 1 19 20
0.9
RECUENCIA
%
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0 10 20 30 40 50 60
CURVA DE DURACION DE CAUDALQ
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0 80 90 100 110
S
%
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Mes 1 2 31 3.84 4.45 3.87
2 4.06 4.2 4.13
3 4.56 4.45 4.33
4 4.05 3.97 3.86
5 2.59 3.21 3.29
6 2.25 2.33 3.05
7 1.77 1.63 2.25
8 1.26 1.29 1.43
9 0.97 0.93 0.9510 0.97 0.93 0.94
11 1.13 1.25 1.05
12 1.57 2.21 2.25
Curva de Frecuencias y Curva de Ca
ariaci!n de Caudales
Curva de Frecuencias
"#$ero %4&6 4&69 1 1
4&5 4&59 2 2
4&4 4&49 2 2
4&3 4&39 2 2
4&2 4&29 2 2
4&1 4&19 4 3
4 4&09 3 3
3&9 3&39 2 2
3&8 3&89 4 33&7 3&79 4 3
3&6 3&69 3 3
3&5 3&59 4 3
3&4 3&49 2 2
3&3 3&39 0 0
3&2 3&29 5 4
3&1 3&19 1 1
3 3&09 1 1
2&9 2&99 4 32&8 2&89 2 2
2&7 2&79 1 1
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2&6 2&69 1 1
2&5 2&59 3 3
2&4 2&49 1 1
2.3 2.39 1 1
2.2 2.29 9 8
2.1 2.19 1 12 2.09 1 1
1.9 1.99 3 3
1.8 1.89 2 2
1.7 1.79 2 2
1.6 1.69 3 3
1.5 1.59 1 1
1.4 1.49 4 3
1.3 1.39 0 0
1.2 1.29 6 51.1 1.19 2 2
1 1.09 5 4
0.9 0.99 22 18
0.8 0.89 3 3
0.7 0.79 1 1
0.6 0.69 0 0
0.5 0.59 0 0
0.4 0.49 0 0
0.3 0.39 0 00.2 0.29 0 0
0.1 0.19 0 0
0 0.09 0 0
120
1
1.(
2
2.(
3
3.(
.(
(
CUR'A DE *RECUENCIASQ
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CALCULO DEL CAUDAL DE DISEÑO
Qdiseño = 0.9M3/S
CALCULO DE DEMANDA DE ENERGIA
1459. KW
% $ 0.0&32
' $ 1( #)*+
3!5"."1 #$
%O&ENCIA DE UN A%RO'EC(AMIEN&O (IDROE
$ 3&(.1 KW
CAUDAL DE DISE"O 0.90
$ 0.9
$ &0.(
SE OBSERVA QUE EL RANGO ENTRE 0.9 - 0.99M3/S, ES EL QUE TIENFRECUENCIA Y SE MANTIENE DURANTE 9! DEL A"O
D# $
D)
=
Q
$ 3/+
0 2 & 10 120
0.(
η x H xQ x P 81.9=
( )τ r D D a f += 1
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Historial de Caudales
Año
4 5 6 7 8 93.63 3.25 3.49 4.10 3.52 3.28
4.00 3&76 3&71 3.85 3&78 3.65
4.52 4.65 4.21 4.10 3.98 4.17
3.55 3.53 3&70 3.62 3.51 3.20
2.56 2.93 2.24 2.86 2.94 2.21
2.45 2.60 1.90 1.98 2.70 2.10
2.21 1.77 1.42 1.28 1.90 1.86
1.60 1.13 0.91 0.94 1.08 1.25
1.03 0.99 0.92 0.88 0.90 0.880.96 0.96 0.92 0.98 0.99 1.00
2.00 1.03 0.98 0.90 0.90 0.95
1.63 2.84 1.22 1.86 2.90 2.28
dales
Curva de Caudales
"#$ero %1 1
3 3
5 4
7 6
9 8
13 11
16 13
18 15
22 1826 22
29 24
33 28
35 29
35 29
40 33
41 34
42 35
46 3848 40
49 41
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50 42
53 44
54 45
55 46
64 53
65 5466 55
69 58
71 59
73 61
76 63
77 64
81 68
81 68
87 7389 74
94 78
116 97
119 99
120 100
120 100
120 100
120 100
120 100120 100
120 100
120 100
0.(
1
1.(
2
2.(
3
3.(
.(
(CUR'A DQ
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ERGE&ICO
MAYOR
0 20 00
1 1& 1 20
+
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10.(0
0.0
102.9 .&(
3.41
4.30
3.18
2.58
2.25
1.42
0.78
0.840.91
0.98
1.49
Q# $ 3/+
Q
$ 3/+
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CAUDALES
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&0 0 100 120
100+
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AROVECAMIENTO IDROENERGETICO
DISE"O DEL CANAL DE CONDUCCION
1.- DATOS.
C##4 56 '7* '%#768*5#4.C#5#4 56 5+6)*: Q $ 0.1( 3/+R6;6+'5* <* <*<%6'*:G%#;65#5: = $ 9.1 /+2
2.- ANCO DE SOLERA >B?.
CUADRO N° 01 ANCHO SOLERA
CAUDAL(m3/s) ANCHOSOLERA (m)
M6*% # 0.10 0.30E'%6 0.10 @ 0.20 0.(0E'%6 0.20 @ 0.0 0.(
M#@*% # 0.0 1.00
D64 <#5%* N 01 +6 '66:
, = 0.(0
3.- TALUD DEL CANAL
CUADRO N° 02 talud según mate!al
"A#ER$AL #ALUD (%)
A%6# 3.00A%6# @ L* 2.00A%<44# 0.(
C*<%6'* 0.&0
<** 64 <##4 ;# +6% %6;6+'5* <* <*<%6'* 564 <#5%* N 02 S6 '66:
- = 0.&0
.- COEFICIENTE DE RUGOSIDAD.
E4 #'6%#4 <* 64 6 +6 ;# %6;6+'% 6+ 56 <*<%6'* @ 7#%# 6+'6 #'6%#4 64 <*656 %=*+5#5 6+:
$ 0.01(
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AROVECAMIENTO IDROENERGETICO
(.- ALLANDOLAS CARACTERISTICAS DEL CANAL OR TRAMO.
CALCULO &ARA EL #RA"O 1
#DATOS: 656'6: S $ 0.30!
L*='5: L $ 2&.0
ALLANDO TIRANTE.
OR LA FORMULA DE MANING
@1 $ 0.23 Y2 $ 0.23
OR SECCION DE MAIMA EFICIENCIA.
DONDE:B : A<* 56 +*46%#.
Y : T%#'6 56 #=#.H : A=4* 564 '#45
$2 >/ ∗ /2?
∗ (/ =∗/2√√√√√√√√√√√ = (∗+ =/
2 =+ (+ ^+〖 2222( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( + 〗 /^〖 2 22 22 ( + (+ ^( +(+(+(+(+(+(+(+(+(+〗 =^ 〖 22/2(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√ 〗
^
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AROVECAMIENTO IDROENERGETICO
M67 = 0.44 8
7*% 4* '#'*: = 0.3 8
<ESEO DE AGUA >T?.
& = 0." 8
5AREA IDRAULICA >A?.
A = 0.150 8
6ERIMETRO MOADO >?.
% = 1.04! 8
J.RADIO IDRAULICO >R?.
R = 0.143 8
=NUMERO DE FROUT >F?
* = 0.9 :SU, CRI&ICO
ALLANDO LA ENDIENTE >S?
=+∗∗
= (+
/
=+∗ (+
=2/===========2
=〖 /(∗ (∗ (/
=2(^((((((((((2/∗∗∗∗∗∗∗∗∗∗∗
( ∗ ^( ∗
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AROVECAMIENTO IDROENERGETICO
S = 0.0030 8/8
.CALCULANDO VELOCIDADES.
VELOCIDAD MAIMA ARA EVITAR EROSION.
CUADRO N° 02 'ELOC$DAD "A$"A
"A#ER$AL
A%6# 0.30 /+ 0.(0 /+L* #%6*+* 0.0 /+ 0.0 /+A%<44# 0.0 /+ 2.00 /+M#7*+'6%# 1.(0 /+ 2.00 /+
C*<%6'* 1.(0 /+ 2.00 /+
VELOCIDAD MINIMA ARA EVITAR SEDIMENTACION.
CAL$DAD DEL AUA 'ELOC$DAD "$N$"A
C* +656'*+ F*+ 0.30 /+
C* #%6# 0.(0 /+
VELOCIDAD MEDIA
*% 6<#< 56 <*'5#5
' = 1.000 8/s
*% 4* '#'*
' = 1.000 8/s C.C.D.D
.ERDIDA DE CAIDA.
"en* de 0+30 m de ,*-und!dad
"en* de 1+00 m de ,*-und!dad
=∗
∆=∗
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AROVECAMIENTO IDROENERGETICO
;< = 0."! 8
COMROVANDO CON ELROGRAMA CANALES.
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AROVECAMIENTO IDROENERGETICO
CALCULO &ARA EL #RA"O 2
#DATOS:
656'6: S $ 0.0! L*='5: L $ 213.30
ALLANDO TIRANTE.
OR LA FORMULA DE MANING
@1 $ 0.1 Y2 $ 0.1
OR SECCION DE MAIMA EFICIENCIA.
DONDE:B : A<* 56 +*46%#.
Y : T%#'6 56 #=#.H : A=4* 564 '#45
$2 >/ ∗ /2?
∗ (/ =∗/2√√√√√√√√√√√
= (∗+ =/
2 =+ (+ ^+
〖 2222( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( + 〗 /^〖 2 22 22 ( + (+ ^( +(+(+(+(+(+(+(+(+(+〗 =^ 〖 22/2(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√ 〗
^
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AROVECAMIENTO IDROENERGETICO
M67 = 0.44 8
7*% 4* '#'*: = 0.1" 8
<ESEO DE AGUA >T?.
& = 0. 8
5AREA IDRAULICA >A?.
A = 0.111 8
6ERIMETRO MOADO >?.
% = 0.94 8
J.RADIO IDRAULICO >R?.
R = 0.10 8
=NUMERO DE FROUT >F?
=+∗∗
= (+ /
=+∗ (+
=2/===========2
=2(^((((((((((2/∗∗∗∗∗∗∗∗∗∗∗
( ∗ ^( ∗
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AROVECAMIENTO IDROENERGETICO
* = 1.10 :SU%ERCRI&ICO
ALLANDO LA ENDIENTE >S?
S = 0.000 8/8
.CALCULANDO VELOCIDADES.
VELOCIDAD MAIMA ARA EVITAR EROSION.
CUADRO N° 02 'ELOC$DAD "A$"A
"A#ER$AL
A%6# 0.30 /+ 0.(0 /+L* #%6*+* 0.0 /+ 0.0 /+A%<44# 0.0 /+ 2.00 /+M#7*+'6%# 1.(0 /+ 2.00 /+
C*<%6'* 1.(0 /+ 2.00 /+
VELOCIDAD MINIMA ARA EVITAR SEDIMENTACION.
CAL$DAD DEL AUA 'ELOC$DAD "$N$"A
C* +656'*+ F*+ 0.30 /+
C* #%6# 0.(0 /+
VELOCIDAD MEDIA
*% 6<#< 56 <*'5#5
' = 1.355 8/s
"en* de 0+30 m de ,*-und!dad
"en* de 1+00 m de ,*-und!dad
=〖 /(∗ (∗ (/
〗 ^
=∗
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AROVECAMIENTO IDROENERGETICO
*% 4* '#'*
' = 1.355 8/s C.C.D.D
.ERDIDA DE CAIDA.
;< = 1.49 8
COMROVANDO CON ELROGRAMA CANALES.
∆=∗
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AROVECAMIENTO IDROENERGETICO
CALCULO &ARA EL #RA"O 3
#DATOS: 656'6: S $ 0.30!
L*='5: L $ (2.2
ALLANDO TIRANTE.
OR LA FORMULA DE MANING
@1 $ 0.23 Y2 $ 0.23
OR SECCION DE MAIMA EFICIENCIA.
DONDE:
$2 >/ ∗ /2?
∗ (/ =∗/2√√√√√√√√√√√
= (∗+ =/
2 =+ (+ ^+
〖 2222( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( + 〗 /^〖 2 22 22 ( + (+ ^( +(+(+(+(+(+(+(+(+(+〗 =^ 〖 22/2(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√ 〗
^
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AROVECAMIENTO IDROENERGETICO
B : A<* 56 +*46%#. Y : T%#'6 56 #=#.H : A=4* 564 '#45
M67 = 0.44 8
7*% 4* '#'*: = 0.3 8
<ESEO DE AGUA >T?.
& = 0." 8
5AREA IDRAULICA >A?.
A = 0.150 8
6ERIMETRO MOADO >?.
% = 1.04! 8
J.RADIO IDRAULICO >R?.
=+∗∗
= (+ /
=+∗ (+
=2/===========2
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AROVECAMIENTO IDROENERGETICO
R = 0.143 8
=NUMERO DE FROUT >F?
* = 0.9 :SU, CRI&ICO
ALLANDO LA ENDIENTE >S?
S = 0.0030 8/8
.CALCULANDO VELOCIDADES.
VELOCIDAD MAIMA ARA EVITAR EROSION.
CUADRO N° 02 'ELOC$DAD "A$"A
"A#ER$AL
A%6# 0.30 /+ 0.(0 /+L* #%6*+* 0.0 /+ 0.0 /+
A%<44# 0.0 /+ 2.00 /+M#7*+'6%# 1.(0 /+ 2.00 /+
C*<%6'* 1.(0 /+ 2.00 /+
VELOCIDAD MINIMA ARA EVITAR SEDIMENTACION.
CAL$DAD DEL AUA 'ELOC$DAD "$N$"A
C* +656'*+ F*+ 0.30 /+
C* #%6# 0.(0 /+
"en* de 0+30 m de ,*-und!dad
"en* de 1+00 m de ,*-und!dad
=〖 /(∗ (∗ (/
〗 ^
=2(^((((((((((2/∗∗∗∗∗∗∗∗∗∗∗
( ∗ ^( ∗
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AROVECAMIENTO IDROENERGETICO
VELOCIDAD MEDIA
*% 6<#< 56 <*'5#5
' = 1.000 8/s
*% 4* '#'*
' = 1.000 8/s C.C.D.D
.ERDIDA DE CAIDA.
;< = 1.5" 8
COMROVANDO CON ELROGRAMA CANALES.
=∗
∆=∗
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AROVECAMIENTO IDROENERGETICO
CALCULO &ARA EL #RA"O .
#DATOS: 656'6: S $ 0.03!
L*='5: L $ &1.(
ALLANDO TIRANTE.
OR LA FORMULA DE MANING
@1 $ 0.(
∗ =(//∗√ √
= (∗+ =/
2 =+ (+ ^+
〖 2222( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( +( ( + 〗 /^〖 2 22 22 ( + (+ ^( +(+(+(+(+(+(+(+(+(+
〗 =^ 〖 22/2(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√(∗√ 〗^
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Y2 $ 0.(
OR SECCION DE MAIMA EFICIENCIA.
DONDE:B : A<* 56 +*46%#.
Y : T%#'6 56 #=#.H : A=4* 564 '#45
M67 = 0.44 8
7*% 4* '#'*: = 0.44 8
<ESEO DE AGUA >T?.
& = 1.03 8
5AREA IDRAULICA >A?.
A = 0.33" 8
6ERIMETRO MOADO >?.
$2 >/ ∗ /2?
=+∗∗
= (+ /
=+∗ (+
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% = 1.531 8
J.RADIO IDRAULICO >R?.
R = 0.1 8
=NUMERO DE FROUT >F?
* = 0.4 :SU, CRI&ICO
ALLANDO LA ENDIENTE >S?
S = 0.0003 8/8
.CALCULANDO VELOCIDADES.
VELOCIDAD MAIMA ARA EVITAR EROSION.
CUADRO N° 02 'ELOC$DAD "A$"A
"A#ER$AL
A%6# 0.30 /+ 0.(0 /+L* #%6*+* 0.0 /+ 0.0 /+A%<44# 0.0 /+ 2.00 /+M#7*+'6%# 1.(0 /+ 2.00 /+
C*<%6'* 1.(0 /+ 2.00 /+
VELOCIDAD MINIMA ARA EVITAR SEDIMENTACION.
"en* de 0+30 m de ,*-und!dad
"en* de 1+00 m de ,*-und!dad
=2/===========2
=〖 /(∗ (∗ (/〗 ^
=2(^((((((((((2/∗∗∗∗∗∗∗∗∗∗∗ ( ∗ ^( ∗
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CAL$DAD DEL AUA 'ELOC$DAD "$N$"A
C* +656'*+ F*+ 0.30 /+
C* #%6# 0.(0 /+
VELOCIDAD MEDIA
*% 6<#< 56 <*'5#5
' = 0.500 8/s
*% 4* '#'*
' = 0.500 8/s C.C.D.D
.ERDIDA DE CAIDA.
;< = 0.15 8
COMROVANDO CON ELROGRAMA CANALES.
=∗
∆=∗
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6'6
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2&.2&. 213.3
(00 (2.(
102.( &1.(190.33 190.33
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&.- RESUMEN DE LOS CALCULOS OR TRAMO
#RA"O
1 2&.0 0.30! 0.232 213.30 0.0! 0.13 (2.2 0.30! 0.23
&1.( 0.03! 0.
190.03
.- BORDE LIBRE DEL CANAL
ORDE L$RE
LON$#UD(m)
&END$EN#E()
#$RAN#E(m)
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#$&O DE RE'ES#$"$NE#O
SIN REVESTIR YCON REVESTIMIETO Y
ARA Q P 0.( M3/S 0.3
L 0+30 m
.- DIMENSIONES DE LA SECCION DEL CANAL
S*46%#: 0+0 m
T#45: % 0+0
T%#'6: 4 0+. m
B*%56 4%6: L 0+30 m
E+76* 56 #=: # 0+56 m
A4'%# 564 C##4: H 0+5 m C*%*# '6%*%: C 0+0 m
C*%*# E'6%*%: CE 1+00 m
A<* 564 C##4: A 1+.0 m
A$1.0 C$0.&0
B$0.(0
/$0.(
T$0.-
Q$(92R10S
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1.000 0.&1.3(( 1.91.000 1.(
0.(00 0.1(
.09
'ELOC$DAD(m/s)
DE CA$DA
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AROVECAMIENTO IDROENERGETICO
L
3(
TRABAAMOS CON EL MAYOR TIRANTE
CE$0.&0
BL$0.30
Y$0.(
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DISE"O DEL CANAL DE CO
1.- DATOS.
C##4 56 '7* '%#768*5#4.C#5#4 56 5+6)*:R6;6+'5* <* <*<%6'*:L*='5 564 <##4 :G%#;65#5:
2.- ANCO DE SOLERA >B?.
CUADRO N° 01 ANCHO SOLERA
CAUDAL(m3/s) ANCHOSOLERA (m)
M6*% # 0.10 0.30E'%6 0.10 @ 0.20 0.(0E'%6 0.20 @ 0.0 0.(
M#@*% # 0.0 1.00
D64 <#5%* N 01 +6 '66:
, = 0.(
3.- TALUD DEL CANAL
CUADRO N° 02 talud según mate!al
"A#ER$AL #ALUD (%)
A%6# 3.00A%6# @ L* 2.00A%<44# 0.(
C*<%6'* 0.&0
<** 64 <##4 ;# +6% %6;6+'5* <* <*<%6'* 564 <#5%* N
- = 0.&0
.- COEFICIENTE DE RUGOSIDAD.
E4#'6%#4 <* 646 +6 ;# %6;6+'% 6+ 56<*<%6'* @ 7#%#
56 %=*+5#5 6+:
$ 0.01(
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S D$S#$N#OS #RA"OS DEL CANAL
#.- ALLANDO TIRANTE.
#.- *% +6<< 56 # 6<6<#.
DONDE:B : A<* 56 +*46%#.
Y : T%#'6 56 #=#.H : A=4* 564 '#45
= 0.&&
.- *% +6<< 56 # 4'%#<.
= 0.33
<.- *'%* <%'6%*.
$2 >/ ∗ /2?
$ >/ ∗ /2?
= /
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= 0.5 8
7*% 4* '#'*:
= 0.5 8
&.- ESEO DE AGUA >T?.
& = 1.05 8
.- AREA IDRAULICA >A?.
A = 0.5 8
.- ERIMETRO MOADO >?.
% = 1.333 8
.- RADIO IDRAULICO >R?.
R = 0.1!9 8
9.- NUMERO DE FROUT >F?
* = 0.90
10.- ALLANDO LA ENDIENTE >S?
=+∗∗
= (+ /
=+∗ (+^
=2/2= /= /= /= /= /= /= /= /= /= /= /
=2 2/(^∗(∗(∗(∗(∗(∗(∗(∗(∗(∗(∗22 ( ∗ ^( ∗( ∗( ∗( ∗( ∗( ∗( ∗( ∗( ∗( ∗
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S = 0.0043 8/8
11.- CALCULANDO VELOCIDADES.
VELOCIDAD MAIMA ARA EVITAR EROSION.
CUADRO N° 02 'ELOC$DAD "A$
"A#ER$AL "en* de 0+30 m de ,*-und!dad
A%6# 0.30 /+L* #%6*+* 0.0 /+A%<44# 0.0 /+M#7*+'6%# 1.(0 /+
C*<%6'* 1.(0 /+
VELOCIDAD MINIMA ARA EVITAR SEDIMENTACION.
CAL$DAD DEL AUA
C* +656'*+ F*+
C* #%6#
VELOCIDAD MEDIA
*% 6<#<* 564#<*'5#5
' = 1.333 8/s
*% 4* '#'*
=〖 /(∗
(∗ (/〗 ^
=∗
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' = 1.333 8/s
@ $ 1.03@ $
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DUCCION
Q $ 0.30 3/+
L$ 19.00 = $ 9.1 /+2
02 S6 '66:
+'6 #'6%#4 64 <*6<6'6
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:SU, CRI&ICO
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A
0.(0 /+0.0 /+2.00 /+2.00 /+
2.00 /+
'ELOC$DAD "$N$"A
0.30 /+
0.(0 /+
"en* de 1+00 m de ,*-und!dad
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C.C.D.D
