Download - T4 ABASTECIMIENTO
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S =hf /L
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cota piezom J cota piezom KAsumiendo: 90 m 70 m
1ra.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 70 0.04908739 0.0625 0.0422 0.000602462 Entra +B-J 4000 0.25 75 110 20 0.04908739 0.0625 0.0312 0.00155868 Entra +J-K 2000 0.35 30 20 0.09621128 0.0875 0.0439 0.002196292 Sale -
Dotación 1
Aplicando corrección: Δzuj= 13.503410120.029420
0.004357434
Con altura corregida, cota piezom J cota piezom K103.503410 m 70 m
Dotación 2Q/hpi
J-K 2000 0.35 30 33.50341 0.09621128 0.0875 0.0580 0.001732299 Entra +K-C 3000 0.2 100 85 15 0.03141593 0.05 0.0231 0.001540853 Entra +K-D 4000 0.2 100 60 10 0.03141593 0.05 0.0159 0.001589631 Sale -
Δzuj= 26.83829922 0.065254 0.004862783
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cota piezom J cota piezom KAsumiendo: 103.50341 m 96.83829922 m
2Da.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 56.49659 0.04908739 0.0625 0.0376 0.000664882 Entra +B-J 4000 0.25 75 110 6.49659 0.04908739 0.0625 0.0170 0.002614542 Entra +J-K 2000 0.35 30 6.66511 0.09621128 0.0875 0.0243 0.003640931 Sale -
Dotación 1
Aplicando corrección:Δzuj= 8.751561823
0.0302820.006920354
Con altura corregida, cota piezom J cota piezom K112.25497 m 96.83829922 m
Dotación 2Q/hpi
J-K 2000 0.35 30 15.41667 0.09621128 0.0875 0.0382 0.002475643 Entra +K-C 3000 0.2 100 85 11.83829922 0.03141593 0.05 0.0203 0.001718107 Sale -K-D 4000 0.2 100 60
36.83829922 0.03141593 0.05 0.0321 0.000872566 Sale -
Δzuj= -5.65189197 -0.014317 0.005066316
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cota piezom J cota piezom KAsumiendo: 112.25497 m 91.18640725 m
3ra.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 47.74503 0.04908739 0.0625 0.0343 0.000718402 Entra +B-J 4000 0.25 75 110 2.25497 0.04908739 0.0625 0.0096 0.004253887 Sale -J-K 2000 0.35 30 21.06856 0.09621128 0.0875 0.0452 0.00214433 Sale -
Dotación 1
Aplicando corrección:Δzuj= -5.752793611
-0.0204700.00711662
Con altura corregida, cota piezom J cota piezom K106.50218 m 91.18640725 m
Dotación 2Q/hpi
J-K 2000 0.35 30 15.31577 0.09621128 0.0875 0.0380 0.002483133 Entra +K-C 3000 0.2 100 85 6.186407248 0.03141593 0.05 0.0143 0.002315802 Sale -K-D 4000 0.2 100 60 31.18640725 0.03141593 0.05 0.0294 0.000942046 Sale -
Δzuj= -1.976819781 -0.005674 0.005740981
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cota piezom J cota piezom KAsumiendo: 106.50218 m 89.20958747 m
4Ta.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 53.49782 0.04908739 0.0625 0.0365 0.000681773 Entra +B-J 4000 0.25 75 110 3.49782 0.04908739 0.0625 0.0122 0.003476033 Entra +J-K 2000 0.35 30 17.29259 0.09621128 0.0875 0.0406 0.002348271 Sale -
Dotación 1
Aplicando corrección:Δzuj= 2.466694623
0.0080240.006506078
Con altura corregida, cota piezom J cota piezom K108.96887 m 89.20958747 m
Dotación 2Q/hpi
J-K 2000 0.35 30 19.75929 0.09621128 0.0875 0.0436 0.002208559 Entra +K-C 3000 0.2 100 85 4.209587467 0.03141593 0.05 0.0116 0.002764477 Sale -K-D 4000 0.2 100 60 29.20958747 0.03141593 0.05 0.0284 0.000970855 Sale -
Δzuj= 1.22611718 0.003644 0.005943892
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cota piezom J cota piezom KAsumiendo: 108.96887 m 90.43570465 m
5Ta.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 51.03113 0.04908739 0.0625 0.03556 0.00069674 Entra +B-J 4000 0.25 75 110 1.03113 0.04908739 0.0625 0.00629 0.006096875 Entra +J-K 2000 0.35 30 18.53317 0.09621128 0.0875 0.04216 0.00227461 Sale -
Dotación 1
Aplicando corrección:Δzuj= -0.069180091
-0.0003140.009068224
Con altura corregida, cota piezom J cota piezom K108.89969 m 90.43570465 m
Dotación 2Q/hpi
J-K 2000 0.35 30 18.46399 0.09621128 0.0875 0.04207 0.002278526 Entra +K-C 3000 0.2 100 85 5.435704647 0.03141593 0.05 0.01336 0.002457794 Sale -K-D 4000 0.2 100 60 30.43570465 0.03141593 0.05 0.02900 0.000952664 Sale -
Δzuj= -0.099902084 -0.000284 0.005688985
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cota piezom J cota piezom KAsumiendo: 108.89969 m 90.33580256 m
6Ta.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 51.10031 0.04908739 0.0625 0.035581 0.000696306 Entra +B-J 4000 0.25 75 110 1.10031 0.04908739 0.0625 0.006511 0.005917448 Entra +J-K 2000 0.35 30 18.56389 0.09621128 0.0875 0.042193 0.002272878 Sale -
Dotación 1
Aplicando corrección:Δzuj= -0.022733738
-0.00010100.008886631
Con altura corregida, cota piezom J cota piezom K108.87696 m 90.33580256 m
Dotación 2Q/hpi
J-K 2000 0.35 30 18.54116 0.09621128 0.0875 0.0422 0.002274159 Entra +K-C 3000 0.2 100 85 5.335802563 0.03141593 0.05 0.0132 0.002478856 Sale -K-D 4000 0.2 100 60 30.33580256 0.03141593 0.05 0.0289 0.000954106 Sale -
Δzuj= -0.001655722 -0.000004725 0.005707121
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cota piezom J cota piezom KAsumiendo: 108.876959 m 90.33414684 m
7Ma.Iteración hpi=zuj-ziTubería Longitud
(m)Diámetro
(m)CH-W cota
piezomzi (m)
hpi(m) A
m2Rm
Qm3/s
Q/hpi
A-J 8000 0.25 75 160 51.123041 0.04908739 0.0625 0.0356 0.000696163 Entra +B-J 4000 0.25 75 110 1.123041 0.04908739 0.0625 0.0066 0.005862042 Entra +J-K 2000 0.35 30 18.542812 0.09621128 0.0875 0.0422 0.002274066 Sale -
Dotación 1
Aplicando corrección:Δzuj= 0.001293665
0.0000057130.008832271
Con altura corregida, cota piezom J cota piezom K108.87825 m 90.33414684 m
Dotación 2Q/hpi
J-K 2000 0.35 30 18.54411 0.09621128 0.0875 0.0422 0.002273993 Entra +K-C 3000 0.2 100 85 5.334146841 0.03141593 0.05 0.0132 0.00247921 Sale -K-D 4000 0.2 100 60 30.33414684 0.03141593 0.05 0.0289 0.00095413 Sale -
Δzuj= 0.000689181 0.000001967 0.005707333
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CAUDALES:
QA−J=¿ 0.0356 m3
s 35.6
ls
QB−J=¿ 0.0066m3
s 6.6
ls
QJ −K=¿ 0.0422m3
s 42.2
ls
QK−C=¿ 0.0132m3
s 13.2
ls
QK−D=¿ 0.0289m3
s 28.9 ls
35.60 L/S
6.60 L/S
13.2. L/S
42.2 L/S
28.9 L/S