Universidad Católica Boliviana "San Pablo"

ANEXO 2. CALCULOS HIDRAULICOS DE ALCANTARILLADO PLUVIAL Localidad : Comunidad Puesto Uno PROYECTO : ALCANTARILLADO PLUVIAL 0.01 COMUNIDAD "PUESTO UNO" Coef. de escurrimiento C = 0.4 Periodo de retorno T = 10 años COMPUTO MÉTRICO DE TRAMOS Inf Sup Superior inferior Superior inferior Te Tt Td 1 2 120. 00 369.20 368.00 1.00 0. 50 0.62 368.700 367.380 10 2.0 12.0 2 3 120. 00 368.00 368.00 0.00 0. 62 1.10 367.380 366.900 12.0 2.0 14.0 3 4 115. 00 368.00 368.13 0.11 1. 10 1.69 366.900 366.440 14.0 1.9 15.9 4 5 65 .00 368.13 367.80 0.50 1. 69 1.62 366.440 366.180 15.9 1.1 17.0 5 6 130 .00 367.80 368.68 0.68 1. 62 3.02 366.180 365.660 17.0 2.2 19.2 6 7 64.45 368.68 368.60 0.12 3.02 3.20 365.660 365.402 19.2 1.1 20.2 7 18 141.15 368.60 368.80 0.14 3.20 3.96 365.402 364.838 20.2 2.4 22.6 18 19 79.40 368.80 368.80 0.00 3.96 4.28 364.838 364.520 22.6 1.3 23.9 19 20 87.40 368.80 366.91 2.16 4.28 2.74 364.520 364.170 23.9 1.5 25.4 20 21 85 .00 366.91 366.80 0.13 2. 74 2.97 364.170 363.830 25.4 1.4 26.8 21 22 85 .00 366.80 367.00 0.24 2. 97 3.51 363.830 363.490 26.8 1.4 28.2 22 23 100. 00 367.00 366.80 0.20 3. 51 3.71 363.490 363.090 28.2 1.7 29.9 23 24 100 .00 366.80 366.38 0.42 3 .71 3.69 363.090 362.690 29.9 1.7 31.5 8 9 100. 00 370.00 368.60 1.40 0. 94 0.60 369.060 368 .001 10.0 1.7 11.7 9 11 65 .00 368.60 368.20 0.62 0. 60 1.43 368. 001 366.768 11.7 1.1 12.8 10 11 70 .00 368.00 368.20 0.29 0. 54 1.43 367.460 366.768 12.8 1.2 13.9 11 12 80 .00 368.20 367.85 0.44 1 .43 1.47 366.768 366.376 13.9 1.3 15.3 12 13 80 .00 367.85 367.60 0.31 1 .47 1.62 366.376 365.984 15.3 1.3 16.6 13 17 90 .00 367.60 368.00 0.44 1 .62 2.46 365.984 365.543 16.6 1.5 18.1 14 15 90 .00 369.14 368.84 0.33 0 .54 1.32 368.597 367.517 10.0 1.5 11.5 15 16 112.50 368.84 369.17 0.30 1.32 2.22 367.517 366.955 11.5 1.9 13.4 16 17 112.50 369.17 368. 00 1.04 2.22 2.46 366 .955 365.543 13.4 1.9 15.3 17 18 116.13 368 .00 368.89 0.77 2.46 3.96 365.543 364.939 18.1 1.9 20.0 2208.53 Coef. De rugosidad n = Cámaras L [m] Td [minutos] Longitud Total de red= Cotas Terreno Pendiente del terreno Cotas de colector Altura de excavación UNIVERSIDAD CATOLICA "SAN PABLO" ________________________________________________________________________________________________________________ ANEXOS JOHN DEYBI CHINO CONDORI _________________________________________________________________________________________________________________ 6