calculo de red de alcan

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Calculo de Red

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CAMARA Area tributaria Long. DOMESTICODe A Ha parcial Ha acumul. m % area Densidad Poblacion L/s*Ha

1 2 0.076 0.076 74.65 70 350 27 0.4542 3 0.704 0.781 203.594 70 350 273 0.4548 3 1.435 1.435 224.7941 70 350 502 0.4543 4 0.198 2.414 89.6823 70 350 845 0.4549 4 1.162 1.162 229.2564 70 350 407 0.4544 5 0.649 4.225 110.05 70 350 1479 0.4541 6 0.885 0.885 183.63 70 350 310 0.454

11 6 0.316 0.316 137.64 70 350 111 0.4546 7 1.274 2.475 202.17 70 350 866 0.4542 7 1.687 1.687 263.12 70 350 590 0.4547 8 0.154 4.316 68.43 70 350 1511 0.4548 9 0.176 4.492 91.65 70 350 1572 0.4549 10 0.707 5.548 111.79 70 350 1942 0.454

15 11 0.216 0.216 107.07 70 350 75 0.45411 12 1.233 1.449 201.23 70 350 507 0.4547 12 0.739 0.739 124.708 70 350 259 0.454

17 12 0.409 0.409 78.14 70 350 143 0.45412 13 0.587 3.184 156.58 70 350 1114 0.4549 13 0.348 0.348 87.95 70 350 122 0.454

20 13 0.500 0.500 95.05 70 350 175 0.45413 14 0.350 4.382 113.72 70 350 1534 0.45415 16 0.569 0.569 82.73 70 350 199 0.45416 17 0.458 1.027 117.76 70 350 359 0.45417 18 0.046 1.072 53.47 70 350 375 0.45427 18 0.378 0.378 113.56 70 350 132 0.45418 19 0.301 1.751 57.24 70 350 613 0.45428 19 0.383 0.383 102.17 70 350 134 0.45419 20 0.132 2.266 46.64 70 350 793 0.45425 20 0.448 0.448 125.78 70 350 157 0.45420 21 0.433 3.147 114.8 70 350 1101 0.45416 22 0.730 0.730 175.18 70 350 255 0.45422 23 0.103 0.832 67.39 70 350 291 0.45417 23 0.719 0.719 166.35 70 350 252 0.45423 24 0.122 1.673 83.28 70 350 586 0.45424 25 0.137 1.810 76.01 70 350 633 0.45425 26 0.139 1.949 114.78 70 350 682 0.45426 21 0.274 2.223 99.33 70 350 778 0.45421 14 0.259 5.628 94.45 70 350 1970 0.45414 10 0.939 10.950 80.8 70 350 3832 0.45410 5 0.460 16.957 229.27 70 350 5935 0.4545 salida 0.000 21.182 500 70 350 7414 0.454

COMERCIAL INSTITUCIONAL INDUSTRIAL TOTAL CAUDAL MAXIMO HORARIO% area L/s*Ha % area L/s*Ha % area L/s*Ha L/s/Ha

10 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.47810 0.5 10 0.5 10 0.6 100 0.478

CAUDAL MAXIMO HORARIO INFILTRACION CONEX. ERRADAS CAUDAL DISEÑOL/s M L/s L/s/Ha L/s L/s/Ha L/s L/s/Ha

0.036 4.363 0.159 1 0.075 0.1 0.016 0.2500.373 4.095 1.527 1 0.204 0.1 0.153 1.8830.686 3.973 2.724 1 0.225 0.1 0.272 3.2211.153 3.846 4.435 1 0.090 0.1 0.443 4.9680.555 4.019 2.230 1 0.229 0.1 0.223 2.6822.018 3.684 7.434 1 0.110 0.1 0.743 8.2870.423 4.072 1.721 1 0.184 0.1 0.172 2.0770.151 4.231 0.639 1 0.138 0.1 0.064 0.8411.182 3.839 4.539 1 0.202 0.1 0.454 5.1950.806 3.936 3.171 1 0.263 0.1 0.317 3.7512.062 3.677 7.581 1 0.068 0.1 0.758 8.4072.146 3.665 7.863 1 0.092 0.1 0.786 8.7412.649 3.596 9.527 1 0.112 0.1 0.953 10.5910.103 4.275 0.440 1 0.107 0.1 0.044 0.5910.692 3.971 2.748 1 0.201 0.1 0.275 3.2240.353 4.105 1.449 1 0.125 0.1 0.145 1.7190.195 4.197 0.820 1 0.078 0.1 0.082 0.9811.521 3.769 5.732 1 0.157 0.1 0.573 6.4610.166 4.219 0.702 1 0.088 0.1 0.070 0.8600.239 4.169 0.995 1 0.095 0.1 0.099 1.1892.093 3.673 7.686 1 0.114 0.1 0.769 8.5680.272 4.149 1.127 1 0.083 0.1 0.113 1.3220.490 4.044 1.983 1 0.118 0.1 0.198 2.2990.512 4.035 2.067 1 0.053 0.1 0.207 2.3270.181 4.208 0.760 1 0.114 0.1 0.076 0.9490.836 3.927 3.285 1 0.057 0.1 0.328 3.6700.183 4.206 0.770 1 0.102 0.1 0.077 0.9491.082 3.863 4.181 1 0.047 0.1 0.418 4.6460.214 4.185 0.895 1 0.126 0.1 0.089 1.1101.503 3.773 5.670 1 0.115 0.1 0.567 6.3520.348 4.107 1.431 1 0.175 0.1 0.143 1.7500.397 4.084 1.623 1 0.067 0.1 0.162 1.8530.343 4.110 1.411 1 0.166 0.1 0.141 1.7180.799 3.938 3.147 1 0.083 0.1 0.315 3.5450.864 3.919 3.388 1 0.076 0.1 0.339 3.8030.931 3.901 3.631 1 0.115 0.1 0.363 4.1091.062 3.868 4.106 1 0.099 0.1 0.411 4.6162.688 3.591 9.652 1 0.094 0.1 0.965 10.7125.230 3.350 17.518 1 0.081 0.1 1.752 19.3518.099 3.175 25.715 1 0.229 0.1 2.571 28.516

10.117 3.082 31.184 1 0.500 0.1 3.118 34.802

CAUDAL DISEÑOL/s

1.5001.8833.2214.9682.6828.2872.0771.5005.1953.7518.4078.741

10.5911.5003.2241.7191.5006.4611.5001.5008.5681.5002.2992.3271.5003.6701.5004.6461.5006.3521.7501.8531.7183.5453.8034.1094.616

10.71219.35128.51634.802

D

1.5E-06

1.308E-06g = 9.79 DATO

DATO C C D D D q

CAMARA CAUDAL DISE DIAMETRO PENDIENTES %

De A cota i cota j Long L/s SUELO MIN.

1 2 3947.84 3943.32 74.65 1.500 149.9 6.05% 0.432%2 3 3943.32 3918.68 203.594 1.883 149.9 12.10% 0.432%8 3 3921.32 3918.68 224.7941 3.221 149.9 1.17% 0.432%3 4 3918.68 3909.04 89.6823 4.968 149.9 10.75% 0.432%9 4 3912.87 3909.04 229.2564 2.682 149.9 1.67% 0.432%4 5 3909.04 3901.7 110.05 8.287 149.9 6.67% 0.432%1 6 3947.84 3939.67 183.63 2.077 149.9 4.45% 0.432%

11 6 3941.87 3939.67 137.64 1.500 149.9 1.60% 0.432%6 7 3939.67 3925.59 202.17 5.195 149.9 6.96% 0.432%2 7 3943.32 3925.59 263.12 3.751 149.9 6.74% 0.432%7 8 3925.59 3921.32 68.43 8.407 149.9 6.24% 0.432%8 9 3921.32 3912.87 91.65 8.741 149.9 9.22% 0.432%9 10 3912.87 3904.65 111.79 10.591 149.9 7.35% 0.432%

15 11 3942.51 3941.87 107.07 1.500 149.9 0.60% 0.432%11 12 3941.87 3924.66 201.23 3.224 149.9 8.55% 0.432%7 12 3925.59 3924.66 124.708 1.719 149.9 0.75% 0.432%

17 12 3927.34 3924.66 78.14 1.500 149.9 3.43% 0.432%12 13 3924.66 3912.64 156.58 6.461 149.9 7.68% 0.432%9 13 3912.87 3912.64 87.95 1.500 149.9 0.26% 0.432%

20 13 3912.77 3912.64 95.05 1.500 149.9 0.14% 0.432%13 14 3912.64 3905.12 113.72 8.568 149.9 6.61% 0.432%15 16 3942.51 3934.72 82.73 1.500 149.9 9.42% 0.432%16 17 3934.72 3927.34 117.76 2.299 149.9 6.27% 0.432%17 18 3927.34 3920.43 53.47 2.327 149.9 12.92% 0.432%27 18 3922.54 3920.43 113.56 1.500 149.9 1.86% 0.432%18 19 3920.43 3916.24 57.24 3.670 149.9 7.32% 0.432%28 19 3918.28 3916.24 102.17 1.500 149.9 2.00% 0.432%19 20 3916.24 3912.77 46.64 4.646 149.9 7.44% 0.432%25 20 3913.81 3912.77 125.78 1.500 149.9 0.83% 0.432%20 21 3912.77 3905.12 114.8 6.352 149.9 6.66% 0.432%16 22 3934.72 3932.9 175.18 1.750 149.9 1.04% 0.432%22 23 3932.9 3926.71 67.39 1.853 149.9 9.19% 0.432%17 23 3927.34 3926.71 166.35 1.718 149.9 0.38% 0.432%23 24 3926.71 3920.6 83.28 3.545 149.9 7.34% 0.432%24 25 3920.6 3913.81 76.01 3.803 149.9 8.93% 0.432%25 26 3913.81 3905.52 114.78 4.109 149.9 7.22% 0.432%26 21 3905.52 3905.12 99.33 4.616 149.9 0.40% 0.432%21 14 3905.12 3905.12 94.45 10.712 149.9 0.00% 0.432%14 10 3905.12 3904.65 80.8 19.351 200 0.58% 0.324%

ϵ =μ =

10 5 3904.65 3901.7 229.27 28.516 250 1.29% 0.259%5 salida 3901.7 3890 500 34.802 250 2.34% 0.259%

20.000%16.000%

C C C C C C C Q

PENDIENTES % CAUDAL REL θ d d>2/3 r

CALCULO TUB. LLENO CAUDALES m m

6.05% 0.06342 0.0237 1.328 0.0159 OK 0.01008312.10% 0.093 0.0203 1.277 0.0148 OK 0.0094

1.17% 0.0257 0.1254 2.046 0.0359 OK 0.021210.75% 0.087 0.0572 1.655 0.0242 OK 0.0149

1.67% 0.031 0.0860 1.848 0.0298 OK 0.01806.67% 0.067 0.1239 2.034 0.0355 OK 0.02104.45% 0.054 0.0388 1.503 0.0202 OK 0.01261.60% 0.030 0.0493 1.600 0.0227 OK 0.01416.96% 0.068 0.0759 1.783 0.0279 OK 0.01696.74% 0.067 0.0558 1.646 0.0240 OK 0.01486.24% 0.064 0.1304 2.063 0.0365 OK 0.02159.22% 0.0798 0.1095 1.965 0.0334 OK 0.01997.35% 0.071 0.1501 2.145 0.0391 OK 0.02280.60% 0.0176 0.0850 1.846 0.0297 OK 0.01798.55% 0.077 0.0421 1.531 0.0209 OK 0.01300.75% 0.020 0.0861 1.851 0.0299 OK 0.01803.43% 0.046 0.0323 1.437 0.0185 OK 0.01167.68% 0.072 0.0895 1.862 0.0302 OK 0.01820.43% 0.015 0.1019 1.938 0.0325 OK 0.01940.43% 0.015 0.1019 1.938 0.0325 OK 0.01946.61% 0.067 0.1287 2.055 0.0362 OK 0.02139.42% 0.081 0.0186 1.250 0.0142 OK 0.00906.27% 0.065 0.0356 1.469 0.0193 OK 0.0121

12.92% 0.096 0.0242 1.333 0.0160 OK 0.01011.86% 0.033 0.0453 1.566 0.0218 OK 0.01357.32% 0.070 0.0522 1.618 0.0232 OK 0.01432.00% 0.034 0.0436 1.550 0.0214 OK 0.01337.44% 0.071 0.0654 1.715 0.0259 OK 0.01580.83% 0.021 0.0710 1.760 0.0272 OK 0.01666.66% 0.067 0.0950 1.893 0.0311 OK 0.01871.04% 0.024 0.0729 1.771 0.0275 OK 0.01679.19% 0.080 0.0233 1.321 0.0158 OK 0.01000.43% 0.015 0.1168 2.010 0.0348 OK 0.02067.34% 0.070 0.0503 1.603 0.0228 OK 0.01418.93% 0.078 0.0485 1.587 0.0224 OK 0.01397.22% 0.070 0.0588 1.668 0.0246 OK 0.01510.43% 0.015 0.3136 2.677 0.0577 OK 0.03120.43% 0.015 0.7278 3.678 0.0948 OK 0.04270.58% 0.038 0.5159 3.178 0.1018 OK 0.0506

1.29% 0.105 0.2712 2.554 0.0888 OK 0.04892.34% 0.146 0.2384 2.454 0.0829 OK 0.0463

6.283185312016

32035

355

C C C C

v V T COTA SUELO COTA SOLERA caida

m/s m/s pascal m.s.n.m. SALIDA LLEGADA cm

1.49 3.59 5.977 3947.84 3946.49 3941.97 1.352.10 5.25 11.12 3943.32 3941.95 3917.31 2.00 1.370.99 1.45 2.44 3921.32 3919.97 3917.33 1.352.69 4.92 15.69 3918.68 3917.25 3907.61 6.00 1.431.08 1.77 2.94 3912.87 3911.52 3907.69 1.352.59 3.79 13.71 3909.04 3907.55 3900.21 6.00 1.491.46 3.03 5.49 3947.84 3946.49 3938.32 1.350.89 1.73 2.20 3941.87 3940.52 3938.32 1.352.30 3.88 11.54 3939.67 3938.26 3924.18 6.00 1.412.06 3.81 9.74 3943.32 3941.97 3924.24 1.352.53 3.65 13.11 3925.59 3924.12 3919.85 6.00 1.472.99 4.52 17.93 3921.32 3919.83 3911.38 2.00 1.492.89 4.00 16.42 3912.87 3911.36 3903.14 2.00 1.510.60 1.00 1.05 3942.51 3941.16 3940.52 1.352.16 4.34 10.90 3941.87 3940.48 3923.27 4.00 1.390.69 1.13 1.32 3925.59 3924.24 3923.31 1.351.20 2.63 3.90 3927.34 3925.99 3923.31 1.352.55 4.09 13.67 3924.66 3923.21 3911.19 6.00 1.450.53 0.83 0.82 3912.87 3911.52 3911.14 1.500.53 0.83 0.82 3912.77 3911.42 3911.01 1.632.61 3.77 13.82 3912.64 3910.95 3903.43 6.00 1.691.77 4.58 8.32 3942.51 3941.16 3933.37 1.351.73 3.66 7.42 3934.72 3933.35 3925.97 2.00 1.372.30 5.44 12.84 3927.34 3925.95 3919.04 2.00 1.390.94 1.88 2.46 3922.54 3921.19 3919.08 1.352.11 3.99 10.27 3920.43 3918.98 3914.79 6.00 1.450.97 1.95 2.60 3918.28 3916.93 3914.89 1.352.28 4.02 11.54 3916.24 3914.73 3911.26 6.00 1.510.69 1.20 1.34 3913.81 3912.46 3911.42 1.352.40 3.79 12.19 3912.77 3911.20 3903.55 6.00 1.570.79 1.36 1.70 3934.72 3933.37 3931.55 1.351.88 4.52 8.98 3932.9 3931.51 3925.32 4.00 1.390.55 0.83 0.87 3927.34 3925.99 3925.27 1.442.09 3.99 10.13 3926.71 3925.21 3919.10 6.00 1.502.31 4.45 12.12 3920.6 3919.08 3912.29 2.00 1.522.17 3.96 10.69 3913.81 3912.27 3903.98 2.00 1.540.74 0.83 1.32 3905.52 3903.94 3903.51 4.00 1.610.91 0.83 1.80 3905.12 3903.45 3903.05 6.00 2.071.20 1.19 2.88 3905.12 3902.99 3902.52 6.00 2.13

1.83 2.14 6.16 3904.65 3902.46 3899.51 6.00 2.192.45 2.97 10.62 3901.7 3899.45 3887.75 6.00 2.25