Universidad Católica Boliviana "San Pablo"

UNIVERSIDAD CATOLICA "SAN PABLO"________________________ ___ ____________________________ ______________________ANEXOS PROYECTO : ALCANTARILLADO SANITARIO COMUNIDAD "PUESTO UNO" Localidad COMPUTO MÉTRICO DE TRAMOS Rugosidad 0.013 Q unitario 0.0005014 ESTUDIANTE: JOHN DEYBI CHIINO CONDORI DIAMETRO TRAMO DE A SUPERIOR INFERIOR SUPERIOR INFERIOR mm No 36 37 100. 00 371.145 372.600 1. 455 1.30 3.33 369.850 369.275 5.75 150 36 37 40 18.18 372.600 369.200 18.702 3.33 0.50 369.275 368.702 31.50 150 37 38 39 115. 00 371.160 373.077 1. 667 0.60 3.08 370.560 369.997 4.90 150 38 39 40 105. 00 373.077 369.200 3. 692 3.08 0.50 369.997 368.702 12.33 150 39 40 41 120 .00 369.200 368.000 1 .000 0.50 0.62 368.702 367.382 11.00 150 40 41 42 120 .00 368.000 368.000 0 .000 0.62 1.10 367.382 366.902 4.00 200 41 42 44 120 .00 368.000 368.126 0 .105 1.10 1.70 366.902 366.422 4.00 200 42 43 44 100 .00 368.400 368.126 0 .274 0.60 1.70 367.800 366.422 13.78 200 43 44 46 98.80 368.126 367.800 0.330 1.70 1.77 366.422 366.027 4.00 200 44 45 46 120 .00 367.800 367.800 0 .000 1 .00 1.77 366.800 366 .027 6.44 200 45 46 47 97 .00 367.800 368.678 0. 905 1.77 3.04 366.027 365.639 4.00 200 46 47 49 25 .00 368.678 368.600 0. 312 3.04 3.06 365.639 365.539 4.00 200 47 48 49 90 .00 368.020 368.600 0. 644 1.50 3.06 366.520 365.539 10.90 200 48 49 50 75 .00 368.600 368.975 0. 500 3.06 3.74 365.539 365.239 4.00 200 49 50 64 100 .00 368.975 368.800 0 .175 3.74 3.96 365.239 364.839 4.00 200 50 51 52 50 .00 369.200 369.400 0. 400 0.60 1.05 368.600 368.355 4.90 150 51 52 54 23 .00 369.400 368.600 3. 478 1.05 0.66 368.355 367.941 18.00 150 52 53 54 100 .00 370.000 368.600 1 .400 1.00 0.66 369.000 367.941 10.59 150 53 54 57 65 .00 368.600 368.200 0. 615 0.66 1.49 367.941 366.708 18.97 150 54 55 57 70 .00 368.000 368.200 0. 286 0.60 1.49 367.400 366.708 9.89 150 55 56 57 80 .00 367.600 368.200 0. 750 0.50 1.49 367.100 366.708 4.90 150 56 57 58 80 .00 368.200 367.848 0. 440 1.49 1.53 366.708 366.316 4.90 150 57 58 59 80 .00 367.848 367.600 0. 310 1.53 1.68 366.316 365.924 4.90 150 58 59 63 90 .00 367.600 368.000 0. 444 1.68 2.52 365.924 365.483 4.90 150 59 60 61 90 .00 369.137 368.838 0. 332 0.60 1.38 368.537 367.457 12.00 150 60 61 62 112.50 368.838 369.170 0.295 1.38 2.28 367.457 366.895 5.00 150 61 62 63 112.50 369.170 368.000 1.040 2.28 2.52 366.895 365.483 12.55 150 62 63 64 113 .00 368.000 368.800 0 .708 2.52 3.96 365.483 364.839 5.70 150 63 64 65 85 .00 368.800 368.800 0. 000 3.96 4.30 364.839 364.499 4.00 200 64 65 73 87.40 368.800 366.908 2.165 4.30 3.57 364.499 363.340 13.26 200 65 66 67 115 .00 366.000 366.100 0 .087 0.60 1.16 365.400 364.940 4.00 200 66 67 68 100 .00 366.100 366.326 0 .226 1.16 1.79 364.940 364.540 4.00 200 67 68 69 105 .00 366.326 367.000 0 .642 1.79 2.88 364.540 364.120 4.00 200 68 69 70 105 .00 367.000 366.850 0 .143 2.88 3.15 364.120 363.700 4.00 200 69 70 73 90 .00 366.850 366.908 0. 064 3.15 3.57 363.700 363.340 4.00 200 70 71 72 85 .00 367.000 366.800 0. 235 0.60 1.93 366.400 364.870 18.00 200 71 72 73 85 .00 366.800 366.908 0. 127 1.93 3.57 364.870 363.340 18.00 200 72 73 74 100 .00 366.908 367.000 0 .092 3.57 4.10 363.340 362.900 4.40 200 73 Ø 150 = 5400.51 Ø 200 = 1903.2 7303.71 TOTAL (m) : CAMARA COTAS TERRENO COTAS COLECTOR Comunidad Puesto Uno Pendiente de la red S (m/Km) Pendiente del terreno H excavación LONGITUD (m) _______________________________________________________ JOHN DEYBI CHINO CONDORI _____________________________ _____________________________ 3