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si desean la clave dejen su mensaje y les respondere
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CURVA MI
FLUJO GRADUALMENTE VARIADO
METODO DE TRAMOS FIJOS
DATOS A INGRESAR
Caudal Talud Tirante inicial
Q b z So n Y1 ∆x
m3/s m m m
2.4 1.7 2.5 0.0005 0.035 1.9 -150
X ∆X So∆X Y A P R R^2/3 V V^2/2g E0 -150 -0.075 1.9000 12.2550 11.9318 1.0271 1.0180 0.1958 0.0020 1.9020
-150 -150 -0.0751.8322
11.5071 11.5667 0.9949 0.9966 0.2086 0.0022 1.8344
-300 -150 -0.075 1.7657 10.7959 11.2086 0.9632 0.9753 0.2223 0.0025 1.7682
-450 -150 -0.075 1.7008 10.1232 10.8591 0.9322 0.9543 0.2371 0.0029 1.7037
-600 -150 -0.075 1.6378 9.4902 10.5198 0.9021 0.9336 0.2529 0.0033 1.6411
-750 -150 -0.0751.5771
8.8992 10.1929 0.8731 0.9135 0.2697 0.0037 1.5808
-900 -150 -0.075 1.5191 8.3516 9.8806 0.8453 0.8940 0.2874 0.0042 1.5233
Ancho del canal
Pendiente del tirante
Coef. de Rugosidad
Longitud del tramo fijo
-1050 -150 -0.0751.4642
7.8488 9.5850 0.8189 0.8753 0.3058 0.0048 1.4690
-1200 -150 -0.0751.4130
7.3935 9.3092 0.7942 0.8576 0.3246 0.0054 1.4184
-1350 -150 -0.075 1.3658 6.9854 9.0551 0.7714 0.8411 0.3436 0.0060 1.3718
-1500 -150 -0.0751.3232
6.6266 8.8257 0.7508 0.8261 0.3622 0.0067 1.3299
-1650 -150 -0.0751.2852
6.3142 8.6210 0.7324 0.8125 0.3801 0.0074 1.2926
-1800 -150 -0.075 1.2522 6.0488 8.4433 0.7164 0.8006 0.3968 0.0080 1.2602
-1950 -150 -0.075 1.2241 5.8270 8.2920 0.7027 0.7904 0.4119 0.0086 1.2327
-2100 -150 -0.075 1.2007 5.6454 8.1660 0.6913 0.7818 0.4251 0.0092 1.2099
-2250 -150 -0.075 1.1815 5.4984 8.0626 0.6820 0.7748 0.4365 0.0097 1.1912
-2500 -2000 -1500 -1000 -500 00.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
2.000
-2500 -2000 -1500 -1000 -500 00.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
2.000
So∆X+E E+ ŜE∆X1.8270 0.000045
1.7594 0.000054 0.000050 -0.0075 1.82691.8269
1.6932 0.000064 0.000059 -0.0089 1.7593 1.7593
1.6287 0.000076 0.000070 -0.0105 1.6932 1.6932
1.5661 0.000090 0.000083 -0.0125 1.6286 1.6286
1.5058 0.000107 0.000099 -0.0149 1.56591.5659
1.4483 0.000127 0.000117 -0.0176 1.5057 1.5057
SE ŜE ŜE∆X
1.3940 0.000150 0.000139 -0.0209 1.44811.4481
1.3434 0.000175 0.000163 -0.0245 1.39391.3939
1.2968 0.000204 0.000190 -0.0285 1.3433 1.3433
1.2549 0.000235 0.000220 -0.0330 1.29691.2969
1.2176 0.000268 0.000252 -0.0378 1.25481.2548
1.1852 0.000301 0.000285 -0.0428 1.2174 1.2174
1.1577 0.000333 0.000317 -0.0476 1.1851 1.1851
1.1349 0.000362 0.000348 -0.0522 1.1577 1.1577
1.1162 0.000389 0.000376 -0.0564 1.1348 1.1348
-2500 -2000 -1500 -1000 -500 00.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
2.000
-2500 -2000 -1500 -1000 -500 00.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
2.000
CONDICIONESCambiar Y2 asumido
FLUJO GRADUALMENTE VARIADO
METODO DIRECTO POR TRAMOS
DATOS A INGRESAR
Caudal TaludQ b z So n Ycm3/s m m
1.5 0.7 1.5 0.01 0.012 0.537
Y1= 0.537Y2= 0.381∆Y= -0.016
S2
Y A P R R^2/3 V
0.537 0.809 2.3981 0.3067 0.4548 1.86
0.521 0.521 0.773 2.3487 0.2995 0.4477 1.94
0.506 0.506 0.738 2.2993 0.2923 0.4405 2.03
0.490 0.490 0.703 2.2499 0.2851 0.4332 2.13
0.475 0.475 0.670 2.2005 0.2779 0.4258 2.24
0.459 0.459 0.637 2.1511 0.2706 0.4183 2.35
0.443 0.443 0.605 2.1017 0.2633 0.4108 2.48
0.428 0.428 0.574 2.0523 0.2559 0.4031 2.61
0.412 0.412 0.543 2.0029 0.2485 0.3952 2.76
0.396 0.396 0.513 1.9535 0.2410 0.3873 2.92
0.381 0.381 0.484 1.9041 0.2335 0.3792 3.100.000
Ancho del canal
Pendiente del tirante
Coef. de Rugosidad
Tirante inicial o critico
TIPO DE CURVA
RESULTADO FINAL
X Y0.00 0.5370.14 0.5210.56 0.5061.37 0.4902.67 0.4754.65 0.4597.63 0.443
12.11 0.42819.32 0.41232.28 0.39667.62 0.381
DATOS A INGRESAR
Ynm
0.377 10
V^2/(2g) E ∆E SE ŜE SE-S0 ∆X
0.1754 0.7124 0.00240
0.1921 0.7134 0.0010 0.00271 0.0026 0.00745 0.1356
0.2107 0.7165 0.0030 0.00307 0.0029 0.00711 0.4267
0.2318 0.7219 0.0054 0.00349 0.0033 0.00672 0.8079
0.2555 0.7301 0.0081 0.00398 0.0037 0.00626 1.2992
0.2825 0.7414 0.0114 0.00456 0.0043 0.00573 1.9842
0.3133 0.7566 0.0152 0.00525 0.0049 0.00510 2.9735
0.3484 0.7761 0.0195 0.00606 0.0057 0.00435 4.4852
0.3889 0.8010 0.0249 0.00703 0.0065 0.00345 7.2084
0.4354 0.8318 0.0309 0.00820 0.0076 0.00238 12.9563
0.4895 0.8703 0.0385 0.00962 0.0089 0.00109 35.3414
Tirante Normal
Numero de Tramos
CONDICIONES NO CAMB IAR S2 M2
0
L
0.00
0.14
0.56
1.37
2.67
4.65
7.63
12.11
19.32
32.28
67.62
CONDICIONES NO CAMB IAR
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