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 1 2 150. 00 385.094 384.054 0. 693 0.60 1.06 384.494 382.994 10.00 150 1 2 3 150. 00 384.054 382.900 0. 769 1.06 1.41 382.994 381.494 10.00 150 2 3 4 100. 00 382.900 382.200 0. 700 1.41 1.61 381.494 380.594 9.00 150 3 4 5 88.40 382.200 381.478 0.817 1.61 1.68 380.594 379.798 9.00 150 4 5 6 150. 00 381.478 380.200 0. 852 1.68 1.75 379.798 378.448 9.00 150 5 6 10 150. 00 380.200 380.824 0. 416 1.75 3.23 378.448 377.596 5.68 150 6 7 8 150. 00 380.000 379.464 0. 357 0.60 1.02 379.400 378.446 6.36 150 7 8 9 85 .00 379.464 380.400 1. 101 1.02 2.38 378.446 378.021 5.00 150 8 9 10 85 .00 380.400 380.824 0. 499 2.38 3.23 378.021 377.596 5.00 150 9 10 11 135 .00 380.824 379.740 0 .803 3.23 2.82 377.596 376.921 5.00 150 10 11 16 135 .00 379.740 378.787 0 .706 2.82 2.54 376.921 376.246 5.00 150 11 12 13 101.20 384.000 384.443 0.438 0.60 2.56 383.400 381.882 15.00 150 12 13 14 101.20 384.443 384.575 0.130 2.56 4.21 381.882 380.364 15.00 150 13 14 15 80 .00 384.575 382.189 2. 982 4.21 3.43 380.364 378.764 20.00 150 14 15 16 90 .00 382.189 378.787 3. 780 3.43 2.54 378.764 376.246 27.97 150 15 16 17 150 .00 378.787 376.828 1. 306 2.54 1.48 376.246 375.346 6.00 150 16 17 18 131 .00 376.828 375.916 0. 696 1.48 1.22 375.346 374.691 5.00 150 17 18 30 111 .00 375.916 374.970 0. 852 1.22 0.83 374.691 374.139 4.98 150 18 19 20 87.50 382.765 383.112 0.397 1.50 2.55 381.265 380.565 8.00 150 19 20 21 87.50 382.765 383.460 0.794 2.20 3.68 380.565 379.778 9.00 150 20 21 22 82.50 383.460 381.315 2.600 3.68 2.69 379.778 378.623 14.00 150 21 22 26 82.50 381.315 379.170 2.600 2.69 2.78 378.623 376.390 27.06 150 22 23 24 140 .00 381.400 381.400 0 .000 1.00 3.10 380.400 378.300 15.00 150 23 24 25 73 .00 381.400 380.172 1. 682 3.10 2.97 378.300 377.205 15.00 150 24 25 26 55 .00 380.172 379.170 1. 822 2.97 2.78 377.205 376.390 14.81 150 25 26 27 95.10 379.170 377.893 1.343 2.78 2.17 376.390 375.725 7.00 150 26 27 30 80 .00 377.893 374.970 3. 654 2.17 0.83 375.725 374.139 19.82 150 27 28 29 150 .00 376.332 376.802 0. 313 0.60 1.82 375.732 374.982 5.00 150 28 29 30 147.50 376.802 374.970 1.242 1.82 0.83 374.982 374.139 5.72 150 29 30 31 112.93 374.970 372.940 1.798 0.83 1.06 374.139 371.880 20.00 150 30 31 32 110 .00 372.940 372.200 0 .673 1.06 1.97 371.880 370.230 15.00 150 31 32 33 90 .00 372.200 372.600 0. 444 1.97 2.86 370.230 369.735 5.50 150 32 33 37 90 .00 372.600 372.600 0. 000 2.86 3.33 369.735 369.275 5.12 150 33 34 35 150 .00 371.800 371.345 0 .303 0.60 0.90 371.200 370.450 5.00 150 34 35 36 100 .00 371.345 371.145 0 .200 0.90 1.30 370.450 369.850 6.00 150 35 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 _____________________________ _____________________________ 2