CALCULO PARA DISEÑO DE DRENAJES PLUVIALES

RESIDENCIAL VALLE DEL RIO

D CALC. D REAL S Q V

INICIAL FINAL DIF. L S % INCREM TOTAL C Tc MIN Delta T M/M HORA M3/SEG m m % M3/S m/s

TUBO T - 1 86.66 81.71 4.95 52.00 0.0952 0.2600 0.2600 0.85 8.72 0.3994 223.11 0.1370 0.2303 0.60 1.00% 0.6136 2.1702

TUBO T - 2 81.06 76.43 4.63 70.00 0.0661 0.3394 0.5994 0.85 8.78 0.5376 222.09 0.3143 0.3367 0.60 1.00% 0.6136 2.1702

TUBO T - 3 81.09 76.56 4.53 70.00 0.0647 0.1935 0.1935 0.85 8.71 0.5376 222.44 0.1016 0.2214 0.60 1.00% 0.6136 2.1702

TUBO T - 4 81.71 80.70 1.01 63.00 0.0160 0.2873 0.2873 0.85 8.73 0.4838 222.64 0.1510 0.3336 0.60 1.00% 0.6136 2.1702

TUBO T - 5 79.87 80.15 -0.28 58.00 0.0048 0.2090 0.2090 0.85 8.71 0.4454 222.91 0.1100 0.3710 0.60 1.00% 0.6136 2.1702

TUBO T - 6 79.90 77.00 2.90 59.50 0.0487 0.2103 0.2103 0.85 8.71 0.4570 222.85 0.1107 0.2410 0.60 1.00% 0.6136 2.1702

TUBO T - 7 79.72 78.05 1.67 59.50 0.0281 0.2351 0.2351 0.85 8.72 0.4570 222.83 0.1237 0.2787 0.60 1.00% 0.6136 2.1702

TUBO T - 8 80.15 79.39 0.76 64.00 0.0119 0.2201 0.2201 0.85 8.72 0.4915 222.66 0.1157 0.3194 0.60 1.00% 0.6136 2.1702

TUBO T - 9 79.70 74.98 4.72 70.00 0.0674 0.2493 0.2493 0.85 8.72 0.5376 222.39 0.1309 0.2416 0.60 1.00% 0.6136 2.1702

TUBO T - 10 79.50 74.68 4.82 70.00 0.0689 0.2289 0.2289 0.85 8.72 0.5376 222.41 0.1202 0.2330 0.60 1.00% 0.6136 2.1702

TUBO T - 11 79.57 75.71 3.86 48.50 0.0796 0.1239 0.1239 0.85 8.70 0.3725 223.37 0.0653 0.1805 0.60 1.00% 0.6136 2.1702

TUBO T - 12 79.63 74.07 5.56 48.50 0.1146 0.1267 0.1267 0.85 8.70 0.3725 223.37 0.0668 0.1699 0.60 1.00% 0.6136 2.1702

TUBO T - 13 79.50 78.91 0.59 58.00 0.0102 0.2466 0.2466 0.85 8.72 0.4454 222.88 0.1298 0.3433 0.60 1.00% 0.6136 2.1702

TUBO T - 14 79.63 78.93 0.70 60.00 0.0117 0.1857 0.1857 0.85 8.71 0.4608 222.85 0.0977 0.3008 0.60 1.00% 0.6136 2.1702

TUBO T - 15 78.43 76.80 1.63 37.00 0.0441 0.3810 0.8133 0.85 8.81 0.2842 223.24 0.4287 0.4082 0.60 1.00% 0.6136 2.1702

TUBO T - 16 79.15 76.65 2.50 43.00 0.0581 0.4323 0.4323 0.85 8.75 0.3302 223.33 0.2280 0.3058 0.60 1.00% 0.6136 2.1702

DISEÑONOMBRE DEL TUBO O

INTERSECCION

COTAS Y CARACTERISTICAS DEL TERRENOAREA TRIBUTARIA

HasINTENSIDAD

DE LA LLUVIA

COEF DE

ESCORRENT.

TIEMPO DE

CONCENTRACIONESCORRENT