Diseño de alcantarillado Oti (3)

HOJA DE CALCULO PARA ALCANTARILLADO SANITARIO

TramoLongitud Terreno AreaRes AreaInd AreaCom AreaIns

(m) Cota Ini Cota Fin S (%) (ha) (ha) (ha) (ha) (lps) (lps) (lps) (lps) (lps) (lps) (lps) (lps)(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

T 1-2 114.8 1900.2 1896.6 3.14 0.55 0.23 0.00 0.00 0.00 0.23 0.11 0.11 0.97T 1-9 114.8 1900.2 1896.4 3.31 0.55 0.23 0.00 0.00 0.00 0.23 0.11 0.11 0.97T 9-10 114.8 1896.4 1891.9 3.92 0.22 0.33 0.09 0.20 0.00 0.00 0.29 0.11 0.11 1.22T 10-11 84.8 1891.9 1886.5 6.37 0.46 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.82T 11-12 84.8 1886.5 1881.1 6.37 0.46 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.82T 12-8 84.8 1881.1 1877.5 4.25 0.35 0.15 0.00 0.00 0.00 0.15 0.07 0.07 0.62T 5-6 114.8 1891.5 1891.1 0.35 0.55 7.09 0.00 0.00 0.00 7.09 0.11 0.11 29.83T 6-7 114.8 1891.1 1883.1 6.97 0.22 0.33 0.09 0.20 0.00 0.00 0.29 0.11 0.11 1.22T 7-8 114.8 1883.1 1877.5 4.88 0.55 0.23 0.00 0.00 0.00 0.23 0.11 0.11 0.97T 4-15 114.8 1890.5 1889.7 0.70 0.44 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.78T 15-16 114.8 1889.7 1885.4 3.75 0.22 0.09 0.00 0.00 0.00 0.09 0.04 0.04 0.39T 16-12 114.8 1885.4 1881.1 3.75 0.22 0.44 0.09 0.00 0.00 0.28 0.37 0.13 0.13 1.57T 13-3 114.8 1896.5 1894.4 1.83 0.44 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.78T 13-14 114.8 1896.5 1891.9 4.01 0.22 0.09 0.00 0.00 0.00 0.09 0.04 0.04 0.39T 14-11 114.8 1891.9 1886.5 4.70 0.44 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.78T 2-3 84.8 1896.6 1894.4 2.59 0.46 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.82T 3-4 84.8 1894.4 1890.5 4.60 0.22 0.24 4.21 0.00 0.10 0.00 4.31 0.09 0.09 18.13T 5-4 84.8 1891.5 1890.5 1.18 0.46 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.82T 1-13 84.8 1900.2 1896.5 4.36 0.44 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.78T 13-15 84.8 1896.5 1889.7 8.02 0.22 0.09 0.00 0.00 0.00 0.09 0.04 0.04 0.39T 6-15 84.8 1891.1 1889.7 1.65 0.44 0.19 0.00 0.00 0.00 0.19 0.09 0.09 0.78T 9-14 84.8 1896.4 1891.9 5.31 0.44 2.93 0.00 0.00 0.00 2.93 0.09 0.09 12.31T 14-16 84.8 1891.9 1885.4 7.67 0.22 0.09 0.00 0.00 0.00 0.09 0.04 0.04 0.39T 16-7 84.8 1885.4 1883.1 2.71 0.33 0.14 0.00 0.00 0.00 0.14 0.07 0.07 0.58E 8-17 200 1877.5 1872.08 2.71 0.4 0.08 0.08E 17-18 200 1872.08 1866.57 2.75 0.4 0.08 0.08E 18-19 200 1866.57 1860.72 2.92 0.4 0.08 0.08E 19-20 200 1860.72 1856.1 2.31 0.4 0.08 0.08E 20-21 46.72 1856.1 1855.43 1.43 0.09 0.02 0.02

QD QI QC QIN QMD QCE QINF QMH


Tramo

(1)T 1-2T 1-9T 9-10T 10-11T 11-12T 12-8T 5-6T 6-7T 7-8T 4-15T 15-16T 16-12T 13-3T 13-14T 14-11T 2-3T 3-4T 5-4T 1-13T 13-15T 6-15T 9-14T 14-16T 16-7E 8-17E 17-18E 18-19E 19-20E 20-21


D Qo VoQ/Qo V/Vo d/D d*/D R*/R

V dd* NF

R' Smin PROFUNDIDAD COTA CLAVE(lps) (%) (pg) (lps) (m/s) (m/s) (m) (m) (%) Pinicial Pfinal Pinicial(18) (19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (31) (32) (33) (34) (35) (36) (37)1.19 3.10 8 78.32 2.42 0.015 0.301 0.081 0.055 0.236 0.73 0.016 0.011 2.20 0.012 0.37 1.00 1.24 1.20 1898.961.19 3.30 8 80.80 2.49 0.015 0.298 0.079 0.053 0.232 0.74 0.016 0.011 2.28 0.012 0.39 1.02 1.25 1.24 1898.951.44 3.90 8 87.84 2.71 0.016 0.307 0.085 0.058 0.245 0.83 0.017 0.012 2.45 0.012 0.49 0.96 1.28 1.26 1895.122.44 6.40 8 112.53 3.47 0.022 0.334 0.104 0.070 0.282 1.16 0.021 0.014 3.09 0.014 0.92 0.84 2.26 2.28 1889.644.40 6.40 8 112.53 3.47 0.039 0.395 0.146 0.101 0.371 1.37 0.030 0.020 3.06 0.019 1.21 0.64 2.37 2.40 1884.136.99 4.20 8 91.16 2.81 0.077 0.488 0.210 0.147 0.505 1.37 0.043 0.030 2.53 0.026 1.08 0.47 2.50 2.46 1878.60

30.05 1.10 8 46.65 1.44 0.644 0.930 0.654 0.571 1.157 1.34 0.133 0.116 1.25 0.059 0.65 0.20 1.39 2.25 1890.1131.50 7.00 8 117.69 3.63 0.268 0.705 0.399 0.299 0.859 2.56 0.081 0.061 3.32 0.044 3.05 0.28 2.43 2.46 1888.6774.32 4.90 10 178.53 3.52 0.416 0.817 0.506 0.172 1.010 2.88 0.129 0.044 4.39 0.064 3.14 0.19 2.55 2.58 1880.5523.41 1.10 8 46.65 1.44 0.502 0.862 0.562 0.459 1.075 1.24 0.114 0.093 1.30 0.055 0.60 0.22 1.70 2.17 1888.8026.28 3.70 8 85.56 2.64 0.307 0.738 0.430 0.326 0.905 1.95 0.087 0.066 2.41 0.046 1.70 0.26 2.32 2.27 1887.381.83 3.70 8 85.56 2.64 0.021 0.332 0.103 0.070 0.281 0.88 0.021 0.014 2.35 0.014 0.53 0.84 1.45 1.40 1883.950.96 2.00 8 62.91 1.94 0.015 0.301 0.081 0.055 0.236 0.58 0.016 0.011 1.77 0.012 0.24 1.00 1.20 1.40 1895.300.48 3.90 8 87.84 2.71 0.005 0.247 0.044 0.029 0.159 0.67 0.009 0.006 2.77 0.008 0.32 1.48 1.40 1.28 1895.100.96 4.70 8 96.43 2.97 0.010 0.272 0.061 0.041 0.194 0.81 0.012 0.008 2.83 0.010 0.46 1.22 1.28 1.28 1890.622.19 2.60 8 71.72 2.21 0.031 0.368 0.127 0.087 0.331 0.81 0.026 0.018 1.95 0.017 0.44 0.71 1.31 1.31 1895.29

21.46 4.60 8 95.40 2.94 0.225 0.668 0.365 0.269 0.801 1.97 0.074 0.055 2.68 0.041 1.87 0.29 1.53 1.53 1892.871.00 1.50 8 54.48 1.68 0.018 0.318 0.093 0.063 0.260 0.53 0.019 0.013 1.51 0.013 0.20 0.91 1.20 1.47 1890.300.96 4.50 8 94.36 2.91 0.010 0.273 0.061 0.041 0.196 0.79 0.012 0.008 2.76 0.010 0.45 1.21 2.34 2.46 1897.861.43 7.50 8 121.82 3.76 0.012 0.282 0.068 0.046 0.209 1.06 0.014 0.009 3.51 0.011 0.80 1.13 2.51 2.07 1893.990.96 1.60 8 56.27 1.74 0.017 0.310 0.088 0.059 0.250 0.54 0.018 0.012 1.57 0.013 0.20 0.95 1.26 1.22 1889.84

13.68 5.30 8 102.40 3.16 0.134 0.579 0.279 0.200 0.644 1.83 0.057 0.041 2.90 0.033 1.74 0.37 2.24 2.23 1894.1614.63 7.50 8 121.82 3.76 0.120 0.564 0.264 0.188 0.615 2.12 0.054 0.038 3.46 0.031 2.34 0.38 2.38 2.24 1889.5241.63 2.70 10 132.52 2.62 0.314 0.743 0.435 0.330 0.912 1.94 0.110 0.084 2.14 0.058 1.56 0.21 2.45 2.44 1882.9581.47 2.50 12 207.36 2.84 0.393 0.801 0.490 0.383 0.990 2.28 0.149 0.117 2.13 0.075 1.89 0.16 2.84 2.42 1874.6681.63 2.30 12 198.89 2.73 0.410 0.813 0.502 0.380 1.004 2.22 0.153 0.116 2.08 0.077 1.76 0.16 2.71 1.80 1869.3781.79 2.20 12 194.52 2.67 0.420 0.820 0.509 0.059 1.013 2.19 0.155 0.018 5.19 0.077 1.70 0.16 2.08 0.63 1864.4981.95 1.85 12 178.38 2.44 0.459 0.846 0.535 0.429 1.045 2.07 0.163 0.131 1.83 0.080 1.47 0.15 0.92 0.00 1859.8081.99 0.85 12 120.91 1.66 0.678 0.945 0.675 0.602 1.172 1.57 0.206 0.184 1.17 0.089 0.76 0.13 0.28 0.00 1855.82

QDT STub Ft

(kg/m2)


Tramo

(1)T 1-2T 1-9T 9-10T 10-11T 11-12T 12-8T 5-6T 6-7T 7-8T 4-15T 15-16T 16-12T 13-3T 13-14T 14-11T 2-3T 3-4T 5-4T 1-13T 13-15T 6-15T 9-14T 14-16T 16-7E 8-17E 17-18E 18-19E 19-20E 20-21


COTA CLAVEPfinal(38)

1895.401895.161890.641884.221878.701875.041888.851880.641874.921887.531883.131879.701893.001890.621885.221893.091888.971889.031894.041887.631888.481889.671883.161880.661869.661864.771860.091856.101855.43

HOJA PARA EL CALCULO DEL ÁREA Y COEFICIENTE DE ESCORRENTIA

TramoAreas Parciales Areas Totales COEFICIENTE DE ESCORENTIA PARAMETROS DE DISEÑO

AreaRes AreaInd AreaCom AreaIns AreaRec AreaRes AreaInd AreaCom AreaIns AreaRec Reside Indus Comer Instituc Recrea A. PARCIAL A. TOTAL(ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) Cres Cind Ccom Cins Crec Ci x Ai Ha Ha

T A6-A5 2.20 2.20 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 1.650 2.200 2.20T A5-A4 (ha) (ha) 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 ### 0.000 0.00T A4-A3 0.00 0.37 0.00 0.37 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.241 0.370 0.37T D2-D1 0.00 0.00 0.37 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.241 0.000 0.37T D1-A3 0.37 0.87 0.37 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.893 0.370 1.24T A3-A2 0.37 1.49 0.37 0.00 0.47 0.00 0.75 0.65 0.65 0.7 0.3 1.687 0.370 2.33T C2-C1 0.37 0.37 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.277 0.370 0.37T C1-A2 0.37 0.37 0.74 0.37 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.795 0.740 1.11T A2-A1 0.00 #VALUE! 0.37 0.27 0.00 1.00 0.75 0.65 0.65 0.7 0.3 ### 0.000 #VALUE!T B1-A1 0.37 4.36 0.00 0.27 0.00 0.00 0.75 0.65 0.65 0.7 0.3 3.446 0.370 4.63T A1-R 0.37 0.25 5.98 0.00 0.27 0.00 0.50 0.75 0.65 0.65 0.7 0.3 4.811 0.620 6.75T 16-12 0.25 0.47 0.25 0.00 0.00 0.47 0.00 0.75 0.65 0.65 0.7 0.3 0.517 0.720 0.72T 13-3 0.5 0.50 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.375 0.500 0.50T 13-14 0.25 0.25 0.25 0.00 0.00 0.00 0.25 0.75 0.65 0.65 0.7 0.3 0.263 0.500 0.50T 14-11 0.5 0.50 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.375 0.500 0.50T 2-3 0.52 2.72 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 2.040 0.520 2.72T 3-4 0.25 0.27 3.47 0.00 0.27 0.00 0.00 0.75 0.65 0.65 0.7 0.3 2.778 0.520 3.74T 5-4 0.52 0.52 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.390 0.520 0.52T 1-13 0.5 0.50 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.375 0.500 0.50T 13-15 0.25 0.25 0.75 0.00 0.00 0.00 0.25 0.75 0.65 0.65 0.7 0.3 0.638 0.500 1.00T 6-15 0.5 0.50 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 0.375 0.500 0.50T 9-14 0.5 #VALUE! 0.00 0.00 0.00 0.00 0.75 0.65 0.65 0.7 0.3 ### 0.500 #VALUE!T 14-16 0.25 0.25 #VALUE! 0.00 0.00 0.00 0.50 0.75 0.65 0.65 0.7 0.3 ### 0.500 #VALUE!T 16-7 0.41 #VALUE! 0.00 0.27 0.00 1.00 0.75 0.65 0.65 0.7 0.3 ### 0.410 #VALUE!

HOJA PARA EL CALCULO DEL ÁREA Y COEFICIENTE DE ESCORRENTIA

PARAMETROS DE DISEÑO

C0.750

###0.6500.6500.7200.7240.7500.717

###0.7440.7130.7170.7500.5250.7500.7500.7430.7500.7500.6380.750

#########


TramoLongitud Terreno Tc Tr Te F I C A Q D Qo Vo

(m) Cota Ini Cota Fin S (%) min min min años mm/h ha Lts/s (%) (m) (lps) (m/s)(1) (2) (3) (4) (5) (6) (7) (8) (10) (11) (12) (13) (14) (15) (16) (17) (18)

T A6-A5 121.6 98.2 94.6 2.96 26.660 6.660 20.000 5 2.00 0.300 5.70 9.51 2.96 0.25 15.42 0.30T A5-A4 127.68 94.6 93.5 0.86 56.571 9.911 20.000 5 1.50 0.389 13.10 21.27 0.86 0.38 24.35 0.21T A4-A3 127.68 93.5 89.5 3.13 80.036 3.465 20.000 5 1.50 0.438 17.00 31.02 3.13 0.38 69.66 0.61T D2-D1 121.6 96.3 92.4 3.21 26.363 6.363 20.000 5 2.00 0.300 8.90 14.85 3.21 0.30 22.51 0.32T D1-A3 127.68 92.4 89.5 2.27 51.111 4.747 20.000 5 1.50 0.370 16.60 25.65 2.27 0.38 50.84 0.45T A3-A2 127.68 89.5 89.2 0.23 105.687 5.651 20.000 5 1.00 0.425 37.50 44.29 0.23 0.45 59.89 0.38T C2-C1 121.6 95.4 92.6 2.30 25.874 5.874 20.000 5 2.00 0.300 4.40 7.34 2.30 0.25 17.48 0.35T C1-A2 127.68 92.6 89.2 2.66 52.473 6.599 20.000 5 1.50 0.399 11.90 19.81 2.66 0.30 22.79 0.32T A2-A1 127.68 89.2 88.8 0.31 131.538 5.851 20.000 5 1.00 0.430 52.80 63.16 0.31 0.53 80.23 0.36T B1-A1 127.68 91.2 88.8 1.88 26.709 6.709 20.000 5 2.00 0.511 7.10 20.18 1.88 0.38 35.97 0.32T A1-R 45.6 88.8 88 1.75 152.421 0.883 20.000 5 1.00 0.452 64.90 81.59 1.75 0.53 189.87 0.86T 16-12 114.8 1885.4 1881.1 3.75 10.000 6.316 6.140 2 95.11 0.717 0.72 136.56 3.70 0.25 14.87 0.30T 13-3 114.8 1896.5 1894.4 1.83 10.000 9.055 8.736 2 95.11 0.750 0.50 99.15 1.80 0.25 10.37 0.21T 13-14 114.8 1896.5 1891.9 4.01 10.000 0.683 7.300 2 95.11 0.525 0.50 69.41 3.90 0.25 15.27 0.31T 14-11 114.8 1891.9 1886.5 4.70 10.000 0.598 6.232 2 95.11 0.750 0.50 99.15 4.60 0.25 16.58 0.34T 2-3 84.8 1896.6 1894.4 2.59 33.321 4.535 4.563 3 71.51 0.750 2.72 405.56 2.50 0.35 29.98 0.31T 3-4 84.8 1894.4 1890.5 4.60 37.856 3.092 3.145 3 68.07 0.743 3.74 525.68 4.50 0.40 57.43 0.46T 5-4 84.8 1891.5 1890.5 1.18 10.000 7.255 7.444 2 95.11 0.750 0.52 103.12 1.20 0.30 13.77 0.19T 1-13 84.8 1900.2 1896.5 4.36 10.000 4.379 4.750 2 95.11 0.750 0.50 99.15 4.20 0.25 15.84 0.32T 13-15 84.8 1896.5 1889.7 8.02 14.379 3.213 3.197 3 94.02 0.638 1.00 166.63 7.80 0.25 21.59 0.44T 6-15 84.8 1891.1 1889.7 1.65 10.000 6.883 6.602 2 95.11 0.750 0.50 99.15 1.70 0.25 10.08 0.21T 9-14 84.8 1896.4 1891.9 5.31 66.481 3.452 3.455 3 53.65 #VALUE! ### #VALUE! 5.30 0.30 28.94 0.41T 14-16 84.8 1891.9 1885.4 7.67 69.933 2.618 2.703 3 52.44 #VALUE! ### #VALUE! 7.50 0.35 51.93 0.54T 16-7 84.8 1885.4 1883.1 2.71 153.304 2.888 2.830 3 36.00 #VALUE! ### #VALUE! 2.70 0.65 162.37 0.49E 8-17 200 1877.5 1872.08 2.71 107.45 2.60 0.80 277.19 0.55E 17-18 200 1872.08 1866.57 2.75 2469.35 2.60 0.80 277.19 0.55E 18-19 200 1866.57 1860.72 2.92 2469.35 2.50 0.80 271.81 0.54E 19-20 200 1860.72 1856.1 2.31 2469.35 2.20 0.80 254.98 0.51E 20-21 46.72 1856.1 1855.43 1.43 2469.35 1.20 0.90 257.80 0.41

STub


Tramo

(1)T A6-A5T A5-A4T A4-A3T D2-D1T D1-A3T A3-A2T C2-C1T C1-A2T A2-A1T B1-A1T A1-RT 16-12T 13-3T 13-14T 14-11T 2-3T 3-4T 5-4T 1-13T 13-15T 6-15T 9-14T 14-16T 16-7E 8-17E 17-18E 18-19E 19-20E 20-21


Q/Qo V/Vo d/D d*/D R*/R V d d* NF R' Smin PROFUNDIDAD COTA CLAVE(m/s) (m) (m) (%) Pinicial Pfinal Pinicial Pfinal

(19) (20) (21) (22) (23) (24) (25) (26) (27) (28) (29) (30) (32) (33) (34)0.617 0.915 0.632 0.542 1.14 0.28 0.161 0.138 0.24 0.072 2.14 0.17 1.20 1.20 97 93.400.873 1.016 0.804 0.852 1.217 0.22 0.306 0.324 0.12 0.116 1.00 0.10 1.20 1.20 93.4 92.300.445 0.833 0.522 0.415 1.029 0.51 0.198 0.158 0.41 0.098 3.06 0.12 1.20 1.20 92.3 88.300.659 0.933 0.657 0.576 1.159 0.30 0.197 0.173 0.23 0.087 2.79 0.14 1.20 1.20 95.1 91.200.504 0.861 0.561 0.458 1.074 0.39 0.213 0.174 0.30 0.102 2.32 0.12 1.20 1.20 91.2 88.300.739 0.967 0.708 0.654 1.191 0.36 0.319 0.294 0.21 0.134 0.31 0.09 1.20 1.20 88.3 88.000.420 0.82 0.509 0.042 1.013 0.28 0.129 0.011 0.87 0.064 1.48 0.19 1.20 1.20 94.2 91.400.869 1.013 0.796 0.833 1.217 0.33 0.239 0.250 0.21 0.091 2.43 0.13 1.20 1.20 91.4 88.000.787 0.986 0.741 0.713 1.205 0.36 0.393 0.378 0.19 0.16 0.50 0.08 1.20 1.20 88 87.600.561 0.891 0.6 0.502 1.112 0.28 0.228 0.191 0.21 0.106 1.99 0.11 1.20 1.20 90 87.600.430 0.827 0.516 0.408 1.021 0.71 0.273 0.216 0.49 0.135 2.37 0.09 1.20 1.20 87.6 86.809.184 1.029 0.841 0.962 1.215 0.31 0.210 0.240 0.20 0.076 2.81 0.16 1.25 1.20 1884.15 1879.90249.560 1.037 0.872 1.087 1.210 0.22 0.218 0.272 0.13 0.076 1.36 0.16 1.25 1.22 1895.25 1893.18364.546 0.843 0.532 0.425 1.041 0.26 0.133 0.106 0.26 0.065 2.54 0.18 1.32 1.20 1895.18 1890.70285.980 0.909 0.624 0.532 1.134 0.31 0.156 0.133 0.27 0.071 3.26 0.17 1.32 1.20 1890.58 1885.2992

13.526 0.994 0.756 0.742 1.209 0.31 0.265 0.260 0.19 0.106 2.65 0.11 ### ### 95.956 93.849.153 0.983 0.737 0.704 1.203 0.45 0.295 0.282 0.27 0.12 5.41 0.10 ### ### 93.836 90.027.488 0.975 0.720 0.676 1.197 0.19 0.216 0.203 0.13 0.09 1.08 0.13 1.20 1.22 1890.3 1889.28246.258 0.922 0.641 0.534 1.148 0.30 0.160 0.134 0.26 0.072 3.01 0.17 ### ### 97.546 93.987.718 1.005 0.779 0.791 1.215 0.44 0.195 0.198 0.32 0.076 5.92 0.16 ### ### 93.9344 87.329.837 1.043 0.898 1.225 1.201 0.21 0.224 0.306 0.12 0.075 1.28 0.16 1.20 1.24 1889.9 1888.4584### 0.999 0.766 0.763 1.212 0.41 0.230 0.229 0.27 0.091 4.82 0.13 ### ### 101.014 96.52### 0.969 0.711 0.659 1.192 0.52 0.249 0.231 0.35 0.104 7.82 0.12 ### ### 96.5196 90.16### 1.021 0.815 0.883 1.217 0.50 0.530 0.574 0.21 0.198 5.34 0.06 ### ### 90.4096 88.12

0.388 1.022 0.819 0.894 1.217 0.56 0.655 0.715 0.21 0.243 6.33 0.05 ### ### 87.82 82.628.909 1.022 0.819 0.894 1.217 0.56 0.655 0.715 0.21 0.243 6.33 0.05 ### ### 82.57 77.379.085 1.027 0.833 0.936 1.216 0.56 0.666 0.749 0.20 0.243 6.08 0.05 ### ### 77.32 72.329.685 1.039 0.883 1.142 1.206 0.53 0.706 0.914 0.18 0.241 5.31 0.05 ### ### 72.27 67.879.578 1.037 0.873 1.094 1.209 0.42 0.786 0.985 0.14 0.272 3.27 0.04 ### ### 67.92 67.36

Ft(kg/m2)

DISEÑO DE SUMIDEROS

Tramo S (%)I

CA. PARCIAL Q Qd Yo l A V h L

(mm/h) (ha) (l/s) (l/s) (m) (m) (m/s) (m) (m)T 1-2 3.14 95.11 0.75 0.62 122.95 61.47 0.046 2.32 0.054 1.14 0.05 0.25T 1-9 3.31 95.11 0.75 0.62 122.95 61.47 0.046 2.30 0.053 1.17 0.05 0.25

T 9-10 3.92 95.11 0.69 0.62 113.16 56.58 0.043 2.16 0.046 1.22 0.05 0.26T 10-11 6.37 101.39 0.72 0.52 105.16 52.58 0.038 1.92 0.037 1.43 0.05 0.30T 11-12 6.37 100.70 0.73 0.52 233.88 116.94 0.052 2.58 0.067 1.75 0.06 0.39T 12-8 4.25 100.09 0.73 0.43 87.55 43.77 0.039 1.93 0.037 1.18 0.05 0.25T 5-6 0.35 95.11 0.75 0.62 122.95 61.47 0.070 3.50 0.123 0.50 0.07 0.12T 6-7 6.97 100.50 0.72 0.62 124.75 62.38 0.040 2.01 0.040 1.55 0.05 0.33T 7-8 4.88 96.92 0.70 0.62 116.32 58.16 0.042 2.09 0.044 1.33 0.05 0.28

T 4-15 0.70 99.61 0.74 0.5 102.66 51.33 0.057 2.87 0.083 0.62 0.06 0.14T 15-16 3.75 98.22 0.70 0.5 95.75 47.87 0.041 2.04 0.042 1.15 0.05 0.24T 16-12 3.75 95.11 0.72 0.72 136.56 68.28 0.047 2.33 0.054 1.25 0.05 0.27T 13-3 1.83 95.11 0.75 0.5 99.15 49.58 0.047 2.37 0.056 0.88 0.05 0.19T 13-14 4.01 95.11 0.53 0.5 69.41 34.70 0.036 1.79 0.032 1.09 0.05 0.22T 14-11 4.70 95.11 0.75 0.5 99.15 49.58 0.040 1.98 0.039 1.26 0.05 0.26T 2-3 2.59 101.22 0.75 0.52 109.75 54.87 0.046 2.30 0.053 1.03 0.05 0.22T 3-4 4.60 100.25 0.74 0.52 106.88 53.44 0.041 2.05 0.042 1.27 0.05 0.27T 5-4 1.18 95.11 0.75 0.52 103.12 51.56 0.052 2.61 0.068 0.76 0.06 0.17

T 1-13 4.36 95.11 0.75 0.5 99.15 49.58 0.040 2.01 0.040 1.23 0.05 0.26T 13-15 8.02 101.77 0.64 0.5 90.18 45.09 0.035 1.73 0.030 1.50 0.05 0.31T 6-15 1.65 95.11 0.75 0.5 99.15 49.58 0.048 2.41 0.058 0.85 0.05 0.19T 9-14 5.31 101.27 0.75 0.5 105.57 52.79 0.040 1.98 0.039 1.34 0.05 0.28T 14-16 7.67 100.53 0.64 0.5 89.97 44.98 0.035 1.74 0.030 1.48 0.05 0.30T 16-7 2.71 97.48 0.69 0.41 76.46 38.23 0.040 1.99 0.040 0.96 0.05 0.20

(m2)

CALCULO DE PERDIDAS

Pozo Yc Hc Hw(m) (m) (m) (m)

1 0.016 0.027 0.040 0.000 0.052 0.038 0.040 0.061 0.000 0.073 0.368 0.127 0.190 0.008 0.244 0.402 0.132 0.198 0.010 0.255 0.516 0.150 0.225 0.020 0.296 0.540 0.153 0.230 0.023 0.307 0.730 0.222 0.333 0.065 0.228 0.507 0.222 0.333 0.029 0.439 0.235 0.101 0.152 0.002 0.18

10 0.042 0.043 0.064 0.000 0.0811 0.075 0.057 0.086 0.000 0.1012 0.120 0.072 0.108 0.000 0.1313 0.025 0.033 0.049 0.000 0.0614 0.251 0.104 0.157 0.003 0.1915 0.451 0.140 0.210 0.014 0.2716 0.409 0.166 0.249 0.014 0.3217 0.508 0.222 0.333 0.029 0.4418 0.509 0.222 0.333 0.030 0.4419 0.510 0.223 0.334 0.030 0.4420 0.510 0.223 0.334 0.030 0.44

DHe

q/Q v/V d/D d*/D t/T v/V0.01 0.272 0.061 0.041 0.195 0.903 0.903 1.0250.02 0.327 0.099 0.067 0.273 0.875 0.875 1.0180.03 0.366 0.126 0.086 0.328 0.741 0.741 0.9710.04 0.398 0.148 0.102 0.375 0.737 0.737 0.9700.05 0.426 0.168 0.116 0.415 0.939 0.939 1.0340.06 0.45 0.185 0.128 0.452 0.887 0.887 1.0210.07 0.473 0.2 0.14 0.485 0.933 0.933 1.0330.08 0.495 0.215 0.151 0.515 0.761 0.761 0.9780.09 0.515 0.228 0.161 0.542 0.829 0.829 1.0030.1 0.534 0.241 0.17 0.568 0.984 0.984 1.043

0.11 0.553 0.253 0.179 0.592 0.815 0.815 0.9980.12 0.564 0.264 0.188 0.615 0.918 0.918 1.0290.13 0.575 0.275 0.197 0.637 0.956 0.956 1.0370.14 0.586 0.286 0.205 0.658 0.455 0.455 0.8430.15 0.596 0.296 0.213 0.678 0.598 0.598 0.9090.16 0.606 0.306 0.221 0.697 0.802 0.802 0.9940.17 0.616 0.316 0.229 0.715 0.773 0.773 0.9830.18 0.626 0.325 0.236 0.732 0.749 0.749 0.9750.19 0.636 0.334 0.244 0.748 0.626 0.626 0.9220.2 0.645 0.343 0.251 0.764 0.835 0.835 1.005

0.21 0.655 0.352 0.258 0.779 0.984 0.984 1.0430.22 0.664 0.361 0.266 0.794 0.817 0.817 0.9990.23 0.673 0.369 0.273 0.809 0.735 0.735 0.9690.24 0.681 0.377 0.28 0.822 0.886 0.886 1.0210.25 0.69 0.385 0.287 0.8360.26 0.699 0.393 0.294 0.8490.27 0.707 0.401 0.3 0.8620.28 0.715 0.409 0.307 0.874 0.891 0.891 1.0220.29 0.724 0.417 0.314 0.885 0.891 0.891 1.0220.3 0.732 0.424 0.321 0.897 0.908 0.908 1.027

0.31 0.74 0.432 0.328 0.908 0.968 0.968 1.0390.32 0.747 0.439 0.334 0.918 0.958 0.958 1.0370.33 0.755 0.446 0.341 0.9290.34 0.763 0.453 0.348 0.9390.35 0.77 0.46 0.354 0.9490.36 0.778 0.468 0.361 0.9590.37 0.785 0.475 0.368 0.9680.38 0.792 0.482 0.374 0.9780.39 0.799 0.488 0.381 0.9870.4 0.806 0.495 0.388 0.996

0.41 0.813 0.502 0.395 1.0040.42 0.82 0.509 0.042 1.0130.43 0.827 0.516 0.408 1.0210.44 0.833 0.522 0.415 1.0290.45 0.84 0.529 0.422 1.0370.46 0.846 0.535 0.429 1.0450.47 0.853 0.542 0.436 1.0520.48 0.859 0.549 0.443 1.0590.49 0.865 0.555 0.45 1.067

0.5 0.861 0.561 0.458 1.0740.51 0.866 0.568 0.465 1.080.52 0.871 0.574 0.472 1.0870.53 0.876 0.581 0.479 1.0930.54 0.881 0.587 0.487 1.10.55 0.886 0.594 0.494 1.1060.56 0.891 0.6 0.502 1.1120.57 0.896 0.606 0.51 1.1180.58 0.901 0.613 0.518 1.1240.59 0.905 0.619 0.526 1.1290.6 0.91 0.625 0.534 1.135

0.61 0.915 0.632 0.542 1.140.62 0.919 0.638 0.5 1.1450.63 0.924 0.644 0.559 1.150.64 0.928 0.651 0.568 1.1550.65 0.933 0.657 0.576 1.1590.66 0.937 0.663 0.585 1.1640.67 0.942 0.67 0.595 1.1680.68 0.946 0.676 0.604 1.1730.69 0.95 0.683 0.614 1.1770.7 0.954 0.689 0.623 1.181

0.71 0.959 0.695 0.633 1.1840.72 0.963 0.702 0.644 1.1880.73 0.967 0.708 0.654 1.1910.74 0.971 0.715 0.665 1.1940.75 0.975 0.721 0.677 1.1970.76 0.978 0.728 0.688 1.20.77 0.982 0.735 0.7 1.2020.78 0.986 0.741 0.713 1.2050.79 0.99 0.748 0.725 1.2070.8 0.993 0.755 0.739 1.209

0.81 0.997 0.761 0.753 1.2110.82 1 0.768 0.767 1.2130.83 1.003 0.775 0.783 1.2140.84 1.007 0.782 0.798 1.2150.85 1.01 0.789 0.815 1.2160.86 1.013 0.796 0.833 1.2170.87 1.016 0.804 0.852 1.2170.88 1.019 0.811 0.871 1.2170.89 1.022 0.818 0.892 1.2170.9 1.024 0.826 0.915 1.217

0.91 1.027 0.834 0.94 1.2160.92 1.029 0.842 0.966 1.2150.93 1.032 0.85 0.995 1.2140.94 1.034 0.858 1.027 1.2130.95 1.036 0.867 1.063 1.2110.96 1.037 0.875 1.103 1.2090.97 1.039 0.884 1.149 1.2060.98 1.04 0.894 1.202 1.2020.99 1.047 0.904 1.265 1.198

1 1.047 0.914 1.344 1.1931.01 1.047 0.925 1.445 1.1871.02 1.046 0.938 1.584 1.1791.03 1.044 0.952 1.803 1.168

d/D d*/D t/T0.829 0.923 1.217 T 1-20.808 0.862 1.217 T 1-90.716 0.666 1.194 T 9-100.713 0.661 1.193 T 10-110.857 1.022 1.213 T 11-120.816 0.886 1.217 T 12-80.852 1.003 1.214 T 5-60.729 0.689 1.200 T 6-70.775 0.782 1.214 T 7-80.898 1.225 1.201 T 4-150.764 0.760 1.212 T 15-160.841 0.962 1.215 T 16-120.872 1.087 1.210 T 13-30.532 0.425 1.041 T 13-140.624 0.532 1.134 T 14-110.756 0.742 1.209 T 2-30.737 0.704 1.203 T 3-40.720 0.676 1.197 T 5-40.641 0.534 1.148 T 1-130.779 0.791 1.215 T 13-150.898 1.225 1.201 T 6-150.766 0.763 1.212 T 9-140.711 0.659 1.192 T 14-160.815 0.883 1.217 T 16-7

0.819 0.894 1.2170.819 0.894 1.2170.833 0.936 1.2160.883 1.142 1.2060.873 1.094 1.209

q/Q v/V d/D d*/D t/T q/Q v/V d/D d*/D t/T0.01 0.272 0.061 0.041 0.195 0.52 0.871 0.574 0.472 1.0870.02 0.327 0.099 0.067 0.273 0.53 0.876 0.581 0.479 1.0930.03 0.366 0.126 0.086 0.328 0.54 0.881 0.587 0.487 1.10.04 0.398 0.148 0.102 0.375 0.55 0.886 0.594 0.494 1.1060.05 0.426 0.168 0.116 0.415 0.56 0.891 0.6 0.502 1.1120.06 0.45 0.185 0.128 0.452 0.57 0.896 0.606 0.51 1.1180.07 0.473 0.2 0.14 0.485 0.58 0.901 0.613 0.518 1.1240.08 0.495 0.215 0.151 0.515 0.59 0.905 0.619 0.526 1.1290.09 0.515 0.228 0.161 0.542 0.6 0.91 0.625 0.534 1.1350.1 0.534 0.241 0.17 0.568 0.61 0.915 0.632 0.542 1.140.11 0.553 0.253 0.179 0.592 0.62 0.919 0.638 0.5 1.1450.12 0.564 0.264 0.188 0.615 0.63 0.924 0.644 0.559 1.150.13 0.575 0.275 0.197 0.637 0.64 0.928 0.651 0.568 1.1550.14 0.586 0.286 0.205 0.658 0.65 0.933 0.657 0.576 1.1590.15 0.596 0.296 0.213 0.678 0.66 0.937 0.663 0.585 1.1640.16 0.606 0.306 0.221 0.697 0.67 0.942 0.67 0.595 1.1680.17 0.616 0.316 0.229 0.715 0.68 0.946 0.676 0.604 1.1730.18 0.626 0.325 0.236 0.732 0.69 0.95 0.683 0.614 1.1770.19 0.636 0.334 0.244 0.748 0.7 0.954 0.689 0.623 1.1810.2 0.645 0.343 0.251 0.764 0.71 0.959 0.695 0.633 1.1840.21 0.655 0.352 0.258 0.779 0.72 0.963 0.702 0.644 1.1880.22 0.664 0.361 0.266 0.794 0.73 0.967 0.708 0.654 1.1910.23 0.673 0.369 0.273 0.809 0.74 0.971 0.715 0.665 1.1940.24 0.681 0.377 0.28 0.822 0.75 0.975 0.721 0.677 1.1970.25 0.69 0.385 0.287 0.836 0.76 0.978 0.728 0.688 1.20.26 0.699 0.393 0.294 0.849 0.77 0.982 0.735 0.7 1.2020.27 0.707 0.401 0.3 0.862 0.78 0.986 0.741 0.713 1.2050.28 0.715 0.409 0.307 0.874 0.79 0.99 0.748 0.725 1.2070.29 0.724 0.417 0.314 0.885 0.8 0.993 0.755 0.739 1.2090.3 0.732 0.424 0.321 0.897 0.81 0.997 0.761 0.753 1.2110.31 0.74 0.432 0.328 0.908 0.82 1 0.768 0.767 1.2130.32 0.747 0.439 0.334 0.918 0.83 1.003 0.775 0.783 1.2140.33 0.755 0.446 0.341 0.929 0.84 1.007 0.782 0.798 1.2150.34 0.763 0.453 0.348 0.939 0.85 1.01 0.789 0.815 1.2160.35 0.77 0.46 0.354 0.949 0.86 1.013 0.796 0.833 1.2170.36 0.778 0.468 0.361 0.959 0.87 1.016 0.804 0.852 1.2170.37 0.785 0.475 0.368 0.968 0.88 1.019 0.811 0.871 1.2170.38 0.792 0.482 0.374 0.978 0.89 1.022 0.818 0.892 1.2170.39 0.799 0.488 0.381 0.987 0.9 1.024 0.826 0.915 1.2170.4 0.806 0.495 0.388 0.996 0.91 1.027 0.834 0.94 1.2160.41 0.813 0.502 0.395 1.004 0.92 1.029 0.842 0.966 1.2150.42 0.82 0.509 0.042 1.013 0.93 1.032 0.85 0.995 1.2140.43 0.827 0.516 0.408 1.021 0.94 1.034 0.858 1.027 1.2130.44 0.833 0.522 0.415 1.029 0.95 1.036 0.867 1.063 1.2110.45 0.84 0.529 0.422 1.037 0.96 1.037 0.875 1.103 1.2090.46 0.846 0.535 0.429 1.045 0.97 1.039 0.884 1.149 1.2060.47 0.853 0.542 0.436 1.052 0.98 1.04 0.894 1.202 1.2020.48 0.859 0.549 0.443 1.059 0.99 1.047 0.904 1.265 1.1980.49 0.865 0.555 0.45 1.067 1 1.047 0.914 1.344 1.1930.5 0.861 0.561 0.458 1.074 1.01 1.047 0.925 1.445 1.1870.5 0.861 0.561 0.458 1.074 1.02 1.046 0.938 1.584 1.179

TABLA DE RELACIONES HIDRAULICAS PARA ELEMENTOS DE FLUJO EN CONDUCTOS CIRCULARES

0.51 0.866 0.568 0.465 1.08 1.03 1.044 0.952 1.803 1.168


Tramo Longitud Terreno Tc Tr Te (m) Cota Ini Cota Fin S (%) min min min

(1) (2) (3) (4) (5) (6) (7) (8)T A6-A5 121.6 98.2 94.6 2.96 26.660 6.660 20.000T A5-A4 127.68 94.6 93.5 0.86 56.571 9.911 20.000T A4-A3 127.68 93.5 89.5 3.13 80.036 3.465 20.000T D2-D1 121.6 96.3 92.4 3.21 26.363 6.363 20.000T D1-A3 127.68 92.4 89.5 2.27 51.111 4.747 20.000T A3-A2 127.68 89.5 89.2 0.23 105.687 5.651 20.000T C2-C1 121.6 95.4 92.6 2.30 25.874 5.874 20.000T C1-A2 127.68 92.6 89.2 2.66 52.473 6.599 20.000T A2-A1 127.68 89.2 88.8 0.31 131.538 5.851 20.000T B1-A1 127.68 91.2 88.8 1.88 26.709 6.709 20.000T A1-R 45.6 88.8 88 1.75 152.421 0.883 20.000

F I C A Q STub D Qo Voaños mm/h ha Lts/s (%) (m) (lps) (m/s)(10) (11) (12) (13) (14) (15) (16) (17) (18)

5 2.00 0.300 5.70 9.51 2.96 0.25 15.42 0.305 1.50 0.389 13.10 21.27 0.86 0.38 24.35 0.215 1.50 0.438 17.00 31.02 3.13 0.38 69.66 0.615 2.00 0.300 8.90 14.85 3.21 0.30 22.51 0.325 1.50 0.370 16.60 25.65 2.27 0.38 50.84 0.455 1.00 0.425 37.50 44.29 0.23 0.45 59.89 0.385 2.00 0.300 4.40 7.34 2.30 0.25 17.48 0.355 1.50 0.399 11.90 19.81 2.66 0.30 22.79 0.325 1.00 0.430 52.80 63.16 0.31 0.53 80.23 0.365 2.00 0.511 7.10 20.18 1.88 0.38 35.97 0.325 1.00 0.452 64.90 81.59 1.75 0.53 189.87 0.86


Q/Qo V/Vo d/D d*/D R*/R V d d* NF(m/s) (m)

(19) (20) (21) (22) (23) (24) (25) (26)0.617 0.915 0.632 0.542 1.14 0.28 0.161 0.138 0.240.873 1.016 0.804 0.852 1.217 0.22 0.306 0.324 0.120.445 0.833 0.522 0.415 1.029 0.51 0.198 0.158 0.410.659 0.933 0.657 0.576 1.159 0.30 0.197 0.173 0.230.504 0.861 0.561 0.458 1.074 0.39 0.213 0.174 0.300.739 0.967 0.708 0.654 1.191 0.36 0.319 0.294 0.210.420 0.82 0.509 0.042 1.013 0.28 0.129 0.011 0.870.869 1.013 0.796 0.833 1.217 0.33 0.239 0.250 0.210.787 0.986 0.741 0.713 1.205 0.36 0.393 0.378 0.190.561 0.891 0.6 0.502 1.112 0.28 0.228 0.191 0.210.430 0.827 0.516 0.408 1.021 0.71 0.273 0.216 0.49

R' Ft Smin PROFUNDIDAD COTA CLAVE Perdidas(m) (kg/m2) (%) Pinicial Pfinal Pinicial Pfinal Tramo Hw(27) (28) (29) (30) (32) (33) (34) (35)

0.07239 2.14 0.17 1.20 1.20 97 93.40 T A6-A5 0.000.115615 1.00 0.10 1.20 1.20 93.4 92.30 T A5-A4 0.000.097755 3.06 0.12 1.20 1.20 92.3 88.30 T A4-A3 0.000.086925 2.79 0.14 1.20 1.20 95.1 91.20 T D2-D1 0.00

0.10203 2.32 0.12 1.20 1.20 91.2 88.30 T D1-A3 0.000.133988 0.31 0.09 1.20 1.20 88.3 88.00 T A3-A2 0.000.064326 1.48 0.19 1.20 1.20 94.2 91.40 T C2-C1 0.000.091275 2.43 0.13 1.20 1.20 91.4 88.00 T C1-A2 0.000.159663 0.50 0.08 1.20 1.20 88 87.60 T A2-A1 0.00

0.10564 1.99 0.11 1.20 1.20 90 87.60 T B1-A1 0.000.135283 2.37 0.09 1.20 1.20 87.6 86.80 T A1-R 0.00

CotasPozo Pozo Fondo Agua(41) (2) (1) (2) (1) (2) (1) (2) (1)A-6 A-6 96.84 97.00A-5 A-5 93.09 93.40A-4 A-4 92.10 92.30D-2 D-2 92.20 92.40D-1 D-1 89.29 89.50A-3 A-3 87.98 88.30C-2 C-2 92.47 92.60C-1 C-1 88.96 89.20A-2 A-2 87.61 88.00B-1 B-1 88.57 88.80A-1 A-1 87.73 88.00

Diseño de alcantarillado Oti (3)

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