Post on 02-Nov-2014
prog - iz cota - izq prog derech cota - derech longitud cotaI-cotaDSIFON Nº1 3+727.46 962.54 3+948.64 958.66 221.18 3.89SIFON Nº2 4+226.57 956.64 4+316.22 955.76 89.64 0.88SIFON Nº3 6+269.46 950.02 6+590.64 947.32 321.18 2.70
SIFON Nº4 12+616.06 932.93 13+060.23 929.83 444.18 3.10SIFON Nº5 16+218.85 922.17 16+514.22 919.28 295.37 2.89
0.0180.0100.008
0.0070.010
RIEGO CHIQUIACA MARGEN DERECHO
DISEÑO HIDRÁULICO DE SIFÓNQ (m^3/s) = 0.25 PROGRESIVA INICIO : 3+727.46
Material de la tuberia: Tuberia de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 3+948.64
CODIGO S-1Cálculo de las dimensiones de los conductos:
v (m/s) = 1.5 A (m^2) = 0.083333333333
D (m) = 0.325735007935D (pulg) = 12.82421291084
D adoptado (pulg) = 14 v calculada (m/s) = 2.517250.3556
Cálculo de la carga disponible:
Cota 1 = 958.66 Cota 6 = 962.54 ∆Z = 3.89
Para la tubería:C = 150
L (m) = 219.6
hf (m) = 2.6002681
ht (m) = 3.2503352
DIAMETRO ADECUADOCálculos en el sifón:
*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación
Z2 = 961.44483 Y2 2.47022138758614Z1 = 958.65645 1.5 1.50212368331634Y1 = 0.30052277 2.466729020076 2.46751430884588Ks = 0.5 2.469439851845 2.47022341745773
2.469437820683 2.47022138758401Y2 = 2.46943782 2.469437820685 2.47022138758614hts = 0.01737466 2.469437820685 2.47022138758614
*Cálculo del % de ahogamiento: % = 594.44258
hs = 0.29661632Z3 = 961.44483
2.08801242
*Cálculo de P3/γ y hs:
A=Qv
ht=1 .25hfΔZ≥ht
% de ahogamiento=y2−dd
∗100 ; %≥10
Z3+ y3+P3γ
+v32
2 g=Z2+ y2+
v22
2g+hs
y3≈D
hs=0 .997(v3−v2 )
2
2g
P3γ
=
Z2+ y2+v22
2g=Z1+ y1+
v12
2 g+h ts
hts=ksv12−v2
2
2g
hf= Q1.85×L0.09414×C1.85×D4 .87
RIEGO CHIQUIACA MARGEN DERECHO
2.60026814 Z4 = 957.56543
6.47966814
*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación
Y5 7.027718569199681.5 1.50141578887756
Y4 = 0.3556 7.021091646892 7.02115626760242ke = 0.5 7.027655554864 7.02772005491812
7.027654069118 7.02771856919965Y5 = 7.02765407 7.027654069118 7.02771856919968he = 0.16148205 7.027654069118 7.02771856919968
*Cálculo del % de ahogamiento: % = 1876.2807
Z5 = 957.56543 Iterando AproximaciónZ6 = 962.54485 Y6 2.04831791922412Ke = 0.3 1.5 1.50099105221429
2.046965486106 2.0474976654501Y6 = 2.04778617 2.047786428604 2.04831818134006hte = 0.00020854 2.047786166351 2.04831791922404
2.047786166352 2.048317919224122.047786166352 2.04831791922412
*Cálculo de las pérdidas por codos:
N° de codo Δhc = 0.24531948 1 37 0.05177 2.5172516
2 34 0.04963 2.51725163 73 0.07272 2.51725164 70 0.07121 2.51725165 0 0 2.5172516
*Cálculo de P4/γ y hf4-3:
hf4-3 =
*Cálculo de y6 y hte:
Z4+ y4+P4γ
+v 42
2g=Z3+ y3+
v32
2g+hf 4−3
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z5+ y5+v52
2 g=Z4+ y4+
P4γ
+v 42
2g+he
Z5=Z4y4=D
he=k ev42
2 g
% de ahogamiento=y5−dd
∗100 ; %≥10
Z6+ y6+v62
2 g=Z5+ y5+
P5γ
+v52
2 g+hte
hc=0 .25√ Δ90 °
v2
2 g
hte=k ev62−v5
2
2 g
RIEGO CHIQUIACA MARGEN DERECHO
*Cálculo de las pérdidas totales:
Ht = 3.3212692 m
Diametro = 14 pulg.
hT=hte+he+hf +hc+hs+hts
COTA 1
COTA 6z 2
z 3
RIEGO CHIQUIACA MARGEN DERECHO
-2.470221388 0.00159276250.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.4702213876
RIEGO CHIQUIACA MARGEN DERECHO
7.0277185692 0.00159276250.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.0277185692 6270.6517
6276.53366316.12326505.03716556.0455
6573.8276589.4517
2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.0483179192
RIEGO CHIQUIACA MARGEN DERECHO
9489.2456 948.924569489.1574 948.91574 -5.8819 0.00882 5.88190661299403.0108 940.30108 -39.5896 8.61466 40.5160313349395.4309 939.54309 -188.9139 0.75799 188.915420669448.9129 944.89129 -51.0084 -5.3482 51.2880114049461.2449 946.12449 -17.7815 -1.2332 17.8242117499462.2165 946.22165 -15.6247 -0.09716 15.625002085
320.05058384
RIEGO CHIQUIACA MARGEN DERECHO
DISEÑO HIDRÁULICO DE SIFÓNQ (m^3/s) = 0.25 PROGRESIVA INICIO : 4+226.57
Material de la tubería: Tubería de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 4+316.22
CÓDIGO S-2Cálculo de las dimensiones de los conductos:
v (m/s) = 1.5 A (m^2) = 0.083333333333
D (m) = 0.325735007935D (pulg.) = 12.82421291084
D adoptado (pulg.) = 18 v calculada (m/s) = 1.522780.4572
Cálculo de la carga disponible:
Cota 1 = 958.24 Cota 6 = 957.36 ∆Z = 0.88
Para la tubería:C = 150
L (m) = 87.8
hf (m) = 0.3058723
ht (m) = 0.3823403
DIAMETRO ADECUADOCálculos en el sifón:
*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación
Z2 = 957.14373 Y2 1.41400861241387Z1 = 958.23958 1.5 1.50212368331634Y1 = 0.30052277 1.412009505062 1.41440611321745Ks = 0.5 1.411610767472 1.41400872975877
1.411610649727 1.41400861241404Y2 = 1.41161065 1.411610649727 1.41400861241387hts = 0.01683652 1.411610649727 1.41400861241387
*Cálculo del % de ahogamiento: % = 208.75124
hs = 0.09201936Z3 = 957.1
0.92983984
0.30587227 Z4 = 956.3
1.18796227
*Cálculo de P3/γ y hs:
*Cálculo de P4/γ y hf4-3:
hf4-3 =
A=Qv
ht=1 .25hfΔZ≥ht
% de ahogamiento=y2−dd
∗100 ; %≥10
Z3+ y3+P3γ
+v32
2 g=Z2+ y2+
v22
2g+hs
y3≈D
hs=0 .997(v3−v2 )
2
2g
P3γ
=
Z4+ y4+P4γ
+v 42
2g=Z3+ y3+
v32
2g+hf 4−3
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z2+ y2+v22
2g=Z1+ y1+
v12
2 g+h ts
hts=ksv12−v2
2
2g
hf= Q1.85×L0.09414×C1. 85×D4 .87
RIEGO CHIQUIACA MARGEN DERECHO
*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación
Y5 1.7615829014611.5 1.50141578887756
Y4 = 0.4572 1.759921783004 1.7609502592862ke = 0.5 1.760555369293 1.76158310545549
1.76055516506 1.76158290146088Y5 = 1.76055517 1.76055516506 1.761582901461he = 0.05909441 1.76055516506 1.761582901461
*Cálculo del % de ahogamiento: % = 285.07331
Z5 = 956.26164 Iterando AproximaciónZ6 = 957.35983 Y6 0.66370122238128Ke = 0.3 1.5 1.50099105221429
0.663263003536 0.66833183098952Y6 = 0.65855974 0.658609717486 0.66375042370828hte = 0.00189517 0.658559744227 0.66370123066059
0.658559735817 0.66370122238130.658559735817 0.66370122238128
*Cálculo de las pérdidas por codos:
N° de codo Δhc = 0.06381817 1 47 0.02135 1.5227818
2 80 0.02786 1.52278183 22 0.01461 1.52278184 0 0 1.52278185 0 0 1.5227818
*Cálculo de las pérdidas totales:
Ht = 0.5395359 m
Diametro = 18 pulg.
*Cálculo de y6 y hte:
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z5+ y5+v52
2 g=Z4+ y4+
P4γ
+v 42
2g+he
Z5=Z4y4=D
he=k ev42
2 g
% de ahogamiento=y5−dd
∗100 ; %≥10
Z6+ y6+v62
2 g=Z5+ y5+
P5γ
+v52
2 g+hte
hc=0 .25√ Δ90 °
v2
2 g
hT=hte+he+hf +hc+hs+hts
hte=k ev62−v5
2
2 g
COTA 1
COTA 6z 2
z 3
RIEGO CHIQUIACA MARGEN DERECHO
z 3
RIEGO CHIQUIACA MARGEN DERECHO
1.4140086124 0.00159276250.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.4140086124
RIEGO CHIQUIACA MARGEN DERECHO
1.7615829015 0.00159276250.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.7615829015
0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.6637012224
RIEGO CHIQUIACA MARGEN DERECHO
DISEÑO HIDRAULICO DE SIFONQ (m^3/s) = 0.25 PROGRESIVA INICIO : 6+269.46
Material de la tuberia: Tuberia de PVCNumero de Conductos: 1 PROGRESIVA FINAL : 6+590.64
CODIGO S-3Cálculo de las dimensiones de los conductos:
v (m/s) = 2 A (m^2) = 0.125
D (m) = 0.398942280401D (pulg) = 15.70638899218
D adoptado (pulg) = 16 v calculada (m/s) = 1.927270.4064
Cálculo de la carga disponible:
Cota 1 = 950.02 Cota 6 = 947.32 ∆Z = 2.70
Para la tubería:C = 150
L (m) = 320.5
hf (m) = 1.9804581
ht (m) = 2.4755726
DIAMETRO ADECUADOCálculos en el sifón:
*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación
Z2 = 948.92456 Y2 1.4181786124138Z1 = 950.02458 1.5 1.50212368331634Y1 = 0.30052277 1.416173609569 1.41855614451401Ks = 0.5 1.415794908057 1.41817871774994
1.415794802366 1.41817861241394Y2 = 1.4157948 1.415794802365 1.4181786124138hts = 0.01684124 1.415794802365 1.4181786124138
*Cálculo del % de ahogamiento: % = 248.4
hs = 0.15574546Z3 = 948.92
0.97741385
1.98045811 Z4 = 946.22
4.68
*Cálculo de P3/γ y hs:
*Cálculo de P4/γ y hf4-3:
hf4-3 =
A=Qv
ht=1 .25hfΔZ≥ht
% de ahogamiento=y2−dd
∗100 ; %≥10
Z3+ y3+P3γ
+v32
2 g=Z2+ y2+
v22
2g+hs
y3≈D
hs=0 .997(v3−v2 )
2
2g
P3γ
=
Z4+ y4+P4γ
+v 42
2g=Z3+ y3+
v32
2g+hf 4−3
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z2+ y2+v22
2g=Z1+ y1+
v12
2 g+h ts
hts=ksv12−v2
2
2g
87.485.1
85.1
09414.0 DCLQhf
RIEGO CHIQUIACA MARGEN DERECHO
*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación
Y5 5.237112972371341.5 1.50141578887756
Y4 = 0.4064 5.232174536029 5.23229089947351ke = 0.5 5.236998288405 5.23711443758581
5.236996823126 5.23711297237125Y5 = 5.23699682 5.236996823126 5.23711297237134he = 0.09465781 5.236996823126 5.23711297237134
*Cálculo del % de ahogamiento: % = 1188.6311
Z5 = 946.22165 Iterando AproximaciónZ6 = 947.31983 Y6 4.13896781714507Ke = 0.3 1.5 1.50099105221429
4.136235000574 4.13636533785138Y6 = 4.13883764 4.138838329839 4.13896850320376hte = 2.09438E-05 4.138837643738 4.13896781714503
4.138837643738 4.138967817145074.138837643738 4.13896781714507
*Cálculo de las pérdidas por codos:
N° de codo Δhc = 0.15949089 1 64 0.03991 1.9272707
2 63 0.0396 1.92727073 49 0.03492 1.92727074 12 0.01728 1.92727075 31 0.02778 1.9272707
*Cálculo de las pérdidas totales:
Ht = 2.407 m
Diametro = 16 pulg.
*Cálculo de y6 y hte:
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
Z5+ y5+v52
2 g=Z4+ y4+
P4γ
+v 42
2g+he
Z5=Z4y4=D
he=k ev42
2 g
% de ahogamiento=y5−dd
∗100 ; %≥10
Z6+ y6+v62
2 g=Z5+ y5+
P5γ
+v52
2 g+hte
hc=0 .25√ Δ90 °
v2
2 g
hT=hte+he+hf +hc+hs+hts
hte=k ev62−v5
2
2 g
COTA 1
COTA 6z 2
z 3
RIEGO CHIQUIACA MARGEN DERECHO
1.4181786124 0.00159276250.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.4181786124
RIEGO CHIQUIACA MARGEN DERECHO
5.2371129724 0.00159276250.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.2371129724
4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.1389678171
RIEGO CHIQUIACA MARGEN DERECHO
DISEÑO HIDRAULICO DE SIFONQ (m^3/s) = 0.25 PROGRESIVA INICIO : 12+616.06
Material de la tuberia: Tuberia de PVCNumero de Conductos: 1 PROGRESIVA FINAL : 13+060.23
CODIGO S-4Cálculo de las dimensiones de los conductos:
v (m/s) = 2 A (m^2) = 0.125
D (m) = 0.398942280401D (pulg) = 15.70638899218
D adoptado (pulg) = 18 v calculada (m/s) = 1.5230.4572
Cálculo de la carga disponible:
Cota 1 = 932.93 Cota 6 = 929.83 ∆Z = 3.10
Para la tubería:C = 150
L (m) = 443.8
hf (m) = 1.5455268
ht (m) = 1.932
DIAMETRO ADECUADOCálculos en el sifón:
*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación
Z2 = 931.74 Y2 1.50514861241375Z1 = 932.93 1.5 1.50212368331634Y1 = 0.30 1.503020652491 1.50513580836223Ks = 0.5 1.503033492791 1.50514861252345
1.503033492681 1.50514861241375Y2 = 1.50 1.503033492681 1.50514861241375hts = 0.02
*Cálculo del % de ahogamiento: % = 228.75
hs = 0.09349852Z3 = 931.74
1.02255328
1.55 Z4 = 928.73
4.56
*Cálculo de P3/γ y hs:
*Cálculo de P4/γ y hf4-3:
hf4-3 =
A=Qv
ht=1 .25hfΔZ≥ht
% de ahogamiento=y2−dd
∗100 ; %≥10
Z3+ y3+P3γ
+v32
2 g=Z2+ y2+
v22
2g+hs
y3≈D
hs=0 .997(v3−v2 )
2
2g
P3γ
=
Z4+ y4+P4γ
+v 42
2g=Z3+ y3+
v32
2g+hf 4−3
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z2+ y2+v22
2g=Z1+ y1+
v12
2 g+h ts
hts=ksv12−v2
2
2g
87.485.1
85.1
09414.0 DCLQhf
RIEGO CHIQUIACA MARGEN DERECHO
*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación
Y5 5.133787434350961.5 1.50141578887756
Y4 = 0.46 5.128946430811 5.12906752538594ke = 0.5 5.133668024292 5.13378889622104
5.133666562353 5.13378743435087Y5 = 5.13 5.133666562353 5.13378743435096he = 0.06 5.133666562353 5.13378743435096
*Cálculo del % de ahogamiento: % = 1022.8492
Z5 = 928.73 Iterando AproximaciónZ6 = 929.83 Y6 4.03564369595018Ke = 0.3 1.5 1.50099105221429
4.032979100705 4.03311619743967Y6 = 4.04 4.035507451611 4.03564437660977hte = 0.00 4.035506770905 4.03564369595014
4.035506770905 4.035643695950184.035506770905 4.03564369595018
*Cálculo de las pérdidas por codos:
N° de codo Δhc = 0.095 1 60 0.02413 1.5227818
2 63 0.02472 1.52278183 53 0.02267 1.52278184 55 0.0231 1.52278185 0 0 1.5227818
*Cálculo de las pérdidas totales:
Ht = 1.81 m
Diametro = 18 pulg
*Cálculo de y6 y hte:
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z5+ y5+v52
2 g=Z4+ y4+
P4γ
+v 42
2g+he
Z5=Z4y4=D
he=k ev42
2 g
% de ahogamiento=y5−dd
∗100 ; %≥10
Z6+ y6+v62
2 g=Z5+ y5+
P5γ
+v52
2 g+hte
hc=0 .25√ Δ90 °
v2
2 g
hT=hte+he+hf +hc+hs+hts
hte=k ev62−v5
2
2 g
COTA 1
COTA 6z 2
z 3
RIEGO CHIQUIACA MARGEN DERECHO
z 3
RIEGO CHIQUIACA MARGEN DERECHO
1.5051486124 0.00159276250.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.5051486124
RIEGO CHIQUIACA MARGEN DERECHO
5.1337874344 0.00159276250.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.1337874344
4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.035643696
RIEGO CHIQUIACA MARGEN DERECHO
DISEÑO HIDRAULICO DE SIFONQ (m^3/s) = 0.25 PROGRESIVA INICIO : 16+218.85
Material de la tuberia: Tuberia de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 16+514.22
CODIGO S-5Cálculo de las dimensiones de los conductos:
v (m/s) = 2 A (m^2) = 0.125
D (m) = 0.398942280401D (pulg) = 15.70638899218
D adoptado (pulg) = 16 v calculada (m/s) = 1.927270.4064
Cálculo de la carga disponible:
Cota 1 = 922.17 Cota 6 = 919.28 ∆Z = 2.89
Para la tubería:C = 150
L (m) = 295.50
hf (m) = 1.8262361
ht (m) = 2.283
DIAMETRO ADECUADOCálculos en el sifón:
*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación
Z2 = 921.07 Y2 1.41455861241384Z1 = 922.17 1.5 1.50212368331634Y1 = 0.30 1.412558727479 1.41495347232779Ks = 0.5 1.412162639722 1.41455872813016
1.412162523611 1.41455861241401Y2 = 1.412 1.412162523611 1.41455861241384hts = 0.017
*Cálculo del % de ahogamiento: % = 247.48094
hs = 0.16Z3 = 921.07
0.974
1.826 Z4 = 918.18
4.719
*Cálculo de P3/γ y hs:
*Cálculo de P4/γ y hf4-3:
hf4-3 =
A=Qv
ht=1 .25hfΔZ≥ht
% de ahogamiento=y2−dd
∗100 ; %≥10
Z3+ y3+P3γ
+v32
2 g=Z2+ y2+
v22
2g+hs
y3≈D
hs=0 .997(v3−v2 )
2
2g
P3γ
=
Z4+ y4+P4γ
+v 42
2g=Z3+ y3+
v32
2g+hf 4−3
P4γ
=
Z2+ y2+v22
2g=Z1+ y1+
v12
2 g+h ts
hts=ksv12−v2
2
2g
87.485.1
85.1
09414.0 DCLQhf
RIEGO CHIQUIACA MARGEN DERECHO
*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación
Y5 5.273240918082421.5 1.50141578887756
Y4 = 0.41 5.268268414199 5.26838318865087ke = 0.5 5.273127821367 5.27324238437681
5.273126355008 5.27324091808233Y5 = 5.27 5.273126355008 5.27324091808242he = 0.09 5.273126355008 5.27324091808242
*Cálculo del % de ahogamiento: % = 1197.52
Z5 = 918.18 Iterando AproximaciónZ6 = 919.28 Y6 4.17447528700474Ke = 0.3 1.5 1.50099105221429
4.171719026086 4.17184715553363Y6 = 4.17 4.174348006676 4.1744759747841hte = 0.000 4.174347318854 4.1744752870047
4.174347318854 4.174475287004744.174347318854 4.17447528700474
*Cálculo de las pérdidas por codos:
N° de codo Δhc = 0.1610 1 58 0.03799 1.9272707
2 75 0.04321 1.92727073 43 0.03271 1.92727074 27 0.02592 1.92727075 18 0.02117 1.9272707
*Cálculo de las pérdidas totales:
Ht = 2.2544194
Diametro = 16 pulg
*Cálculo de y6 y hte:
y4= y3=Dv4=v3=v
hf 4−3=(vn0 .3969D2/3 )2
L
P4γ
=
Z5+ y5+v52
2 g=Z4+ y4+
P4γ
+v 42
2g+he
Z5=Z4y4=D
he=k ev42
2 g
% de ahogamiento=y5−dd
∗100 ; %≥10
Z6+ y6+v62
2 g=Z5+ y5+
P5γ
+v52
2 g+hte
hc=0 .25√ Δ90 °
v2
2 g
hT=hte+he+hf +hc+hs+hts
hte=k ev62−v5
2
2 g
COTA 1
COTA 6z 2
RIEGO CHIQUIACA MARGEN DERECHO
z 3
RIEGO CHIQUIACA MARGEN DERECHO
1.4145586124 0.00159276250.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.4145586124
RIEGO CHIQUIACA MARGEN DERECHO
5.2732409181 0.00159276250.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.2732409181
4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.174475287