diseño para un sistema de alcantarillado de aguas negras

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TABLA DE DISEÑO PARA UN SISTEMA DE ALCANTARILLADO SEPARADO DE AGUAS NEGRAS CRUCERO LONGITUDES (m) POBLACION M GASTOS (l/s) TUBO LLENO V. REAL m. AGUAS NEGRAS A GASTO PROPIA TRIBUTARIA ACUMULADA MINIMO MEDIO MAX INST MAX PRE MINIMO MAXIMO A 77.59 325.84 403.43 2017.15 3.58 1.75 3.50 12.55 18.82 4.00 20 20.74 0.66 0.38 0.81 B 78.83 0.00 482.26 2411.30 3.52 2.09 4.19 14.74 22.11 5.00 20 23.19 0.74 0.43 0.92 C 76.42 1135.71 1694.39 8471.95 3.03 7.35 14.71 44.51 66.76 5.50 30 71.72 1.01 0.61 1.25 D 71.48 0.00 1765.87 8829.35 3.01 7.66 15.33 46.11 69.17 4.00 38 114.86 1.01 0.54 1.08 E 92.93 1080.33 2939.13 14695.65 2.79 12.76 25.51 71.11 106.67 2.00 45 127.5 0.8 0.48 0.95 F 57.05 0.00 2996.18 14980.90 2.78 13.00 26.01 72.27 108.41 2.50 45 142.55 0.9 0.53 1.04 G 55.64 1049.42 4101.24 20506.20 2.64 17.80 35.60 94.04 141.06 2.00 61 286.97 0.98 0.51 0.99 H 94.48 0.00 4195.72 20978.60 2.63 18.21 36.42 95.85 143.77 2.00 61 286.97 0.98 0.51 0.99 I 59.05 1011.98 5266.75 26333.75 2.53 22.86 45.72 115.81 173.72 4.50 45 191.26 1.2 0.77 1.47 J 52.89 96.59 5416.23 27081.15 2.52 23.51 47.02 118.53 177.80 4.50 45 191.26 1.2 0.77 1.48 K 53.52 100.09 5569.84 27849.20 2.51 24.17 48.35 121.31 181.97 4.50 45 191.26 1.2 0.78 1.49 L 56.06 102.98 5728.88 28644.40 2.50 24.86 49.73 124.18 186.26 4.50 45 191.26 1.2 0.79 1.50 M 68.51 104.64 5902.03 29510.15 2.48 25.62 51.23 127.28 190.91 4.50 45 191.26 1.2 0.80 1.51 N 128.37 219.95 348.32 1741.60 3.63 1.51 3.02 10.98 16.47 4.00 20 20.74 0.66 0.36 0.77 Ñ 67.27 53.73 469.32 2346.60 3.53 2.04 4.07 14.38 21.58 6.00 20 25.41 0.81 0.46 0.97 O 109.69 739.93 1318.94 6594.70 3.13 5.72 11.45 35.85 53.78 3.00 38 99.49 0.88 0.45 0.91 P 95.04 852.25 2266.23 11331.15 2.90 9.84 19.67 57.06 85.59 2.50 38 99.49 0.88 0.53 1.06 Q 110.40 645.05 3021.68 15108.40 2.78 13.11 26.23 72.79 109.19 2.50 45 156.16 0.98 0.56 1.10 R 108.67 611.91 3742.26 18711.30 2.68 16.24 32.48 87.11 130.66 3.50 45 168.17 1.06 0.63 1.23 S 100.00 3742.26 9644.29 48221.45 2.28 41.86 83.72 190.81 286.22 2.00 76 515.77 1.14 0.64 1.19 PENDIENTES (MILES) DIAMETROS (cm) GASTO (l/s) VELOCIDAD (m/s)

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diseño para alcantarillado

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Page 1: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLA DE DISEÑO PARA UN SISTEMA DE ALCANTARILLADO SEPARADO DE AGUAS NEGRAS

CRUCEROLONGITUDES (m)

POBLACION MGASTOS (l/s) TUBO LLENO V. REAL m.

AGUAS NEGRAS A GASTOPROPIA TRIBUTARIA ACUMULADA MINIMO MEDIO MAX INST MAX PRE MINIMO MAXIMO

A 77.59 325.84 403.43 2017.15 3.58 1.75 3.50 12.55 18.82 4.00 20 20.74 0.66 0.38 0.81B 78.83 0.00 482.26 2411.30 3.52 2.09 4.19 14.74 22.11 5.00 20 23.19 0.74 0.43 0.92C 76.42 1135.71 1694.39 8471.95 3.03 7.35 14.71 44.51 66.76 5.50 30 71.72 1.01 0.61 1.25D 71.48 0.00 1765.87 8829.35 3.01 7.66 15.33 46.11 69.17 4.00 38 114.86 1.01 0.54 1.08E 92.93 1080.33 2939.13 14695.65 2.79 12.76 25.51 71.11 106.67 2.00 45 127.5 0.8 0.48 0.95F 57.05 0.00 2996.18 14980.90 2.78 13.00 26.01 72.27 108.41 2.50 45 142.55 0.9 0.53 1.04G 55.64 1049.42 4101.24 20506.20 2.64 17.80 35.60 94.04 141.06 2.00 61 286.97 0.98 0.51 0.99H 94.48 0.00 4195.72 20978.60 2.63 18.21 36.42 95.85 143.77 2.00 61 286.97 0.98 0.51 0.99I 59.05 1011.98 5266.75 26333.75 2.53 22.86 45.72 115.81 173.72 4.50 45 191.26 1.2 0.77 1.47J 52.89 96.59 5416.23 27081.15 2.52 23.51 47.02 118.53 177.80 4.50 45 191.26 1.2 0.77 1.48K 53.52 100.09 5569.84 27849.20 2.51 24.17 48.35 121.31 181.97 4.50 45 191.26 1.2 0.78 1.49L 56.06 102.98 5728.88 28644.40 2.50 24.86 49.73 124.18 186.26 4.50 45 191.26 1.2 0.79 1.50M 68.51 104.64 5902.03 29510.15 2.48 25.62 51.23 127.28 190.91 4.50 45 191.26 1.2 0.80 1.51N 128.37 219.95 348.32 1741.60 3.63 1.51 3.02 10.98 16.47 4.00 20 20.74 0.66 0.36 0.77Ñ 67.27 53.73 469.32 2346.60 3.53 2.04 4.07 14.38 21.58 6.00 20 25.41 0.81 0.46 0.97O 109.69 739.93 1318.94 6594.70 3.13 5.72 11.45 35.85 53.78 3.00 38 99.49 0.88 0.45 0.91P 95.04 852.25 2266.23 11331.15 2.90 9.84 19.67 57.06 85.59 2.50 38 99.49 0.88 0.53 1.06Q 110.40 645.05 3021.68 15108.40 2.78 13.11 26.23 72.79 109.19 2.50 45 156.16 0.98 0.56 1.10R 108.67 611.91 3742.26 18711.30 2.68 16.24 32.48 87.11 130.66 3.50 45 168.17 1.06 0.63 1.23S 100.00 3742.26 9644.29 48221.45 2.28 41.86 83.72 190.81 286.22 2.00 76 515.77 1.14 0.64 1.19

PENDIENTES (MILES)

DIAMETROS (cm) GASTO

(l/s)VELOCIDAD

(m/s)

Page 2: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLA DE DISEÑO PARA UN SISTEMA DE ALCANTARILLADO SEPARADO DE AGUAS NEGRAS

TRAMOLONGITUDES (m)

POBLACION MGASTOS (l/s) PENDIENTES (MILES)

DIAMETROS (cm)TUBO LLENO V. REAL m.

AGUAS NEGRAS A GASTOPROPIA TRIBUTARIA ACUMULADA MINIMO MEDIO MAX EXTRA MAX PREV TERRENO HIDRAULICA MINIMO MAXIMO

54 -- 46 30.23 0.00 30.23 55 3.80 0.04 0.07 0.27 0.41 12.22 12.50 20 36.67 1.17 0.16 0.3546 -- 37 119.10 30.23 149.33 271 3.80 0.18 0.35 1.34 2.01 9.74 10.00 20 32.80 1.04 0.25 0.5437 -- 28 112.60 149.33 261.93 476 3.80 0.31 0.62 2.36 3.53 2.93 4.00 20 20.74 0.66 0.22 0.4728-- 19 120.50 261.93 382.43 695 3.80 0.45 0.91 3.44 5.16 8.05 8.50 20 30.24 0.96 0.32 0.6919 -- 10 53.30 382.43 435.73 792 3.80 0.52 1.03 3.92 5.88 14.26 14.50 20 39.49 1.26 0.40 0.8610 -- 1 50.52 435.73 486.25 884 3.80 0.58 1.15 4.37 6.56 12.07 12.50 20 36.67 1.17 0.39 0.851 -- 2 67.99 486.25 554.24 1008 3.80 0.66 1.31 4.98 7.47 7.50 7.50 20 28.40 0.90 0.34 0.74

37 -- 38 66.95 0.00 66.95 122 3.80 0.08 0.16 0.60 0.90 -4.63 5.00 20 23.19 0.74 0.15 0.3338 -- 29 112.77 66.95 179.72 327 3.80 0.21 0.43 1.62 2.42 7.63 8.00 20 29.34 0.93 0.24 0.5328 -- 29 66.91 0.00 66.91 122 3.80 0.08 0.16 0.60 0.90 3.29 4.00 20 20.74 0.66 0.14 0.3129 -- 20 122.06 246.63 368.69 670 3.80 0.44 0.87 3.32 4.97 6.72 7.00 20 27.44 0.87 0.29 0.6419 -- 20 66.05 0.00 66.05 120 3.80 0.08 0.16 0.59 0.89 1.06 4.00 20 20.74 0.66 0.14 0.3020 -- 11 54.12 434.74 488.86 889 3.80 0.58 1.16 4.40 6.60 13.49 13.50 20 38.11 1.21 0.40 0.8710 -- 11 65.84 0.00 65.84 120 3.80 0.08 0.16 0.59 0.89 0.60 4.00 20 20.74 0.66 0.14 0.3011 -- 2 77.60 554.70 632.30 1150 3.76 0.75 1.50 5.63 8.44 13.92 14.00 20 38.81 1.24 0.44 0.962 -- 3 82.98 1186.54 1269.52 2308 3.54 1.50 3.01 10.63 15.94 2.41 4.00 20 20.74 0.66 0.36 0.77

54 -- 54' 86.55 0.00 86.55 157 3.80 0.10 0.20 0.78 1.17 2.54 4.00 20 20.74 0.66 0.15 0.3354' -- 55 85.61 86.55 172.16 313 3.80 0.20 0.41 1.55 2.32 0.58 4.00 20 20.74 0.66 0.19 0.4155 -- 47 75.22 172.16 247.38 450 3.80 0.29 0.59 2.23 3.34 3.72 4.00 20 20.74 0.66 0.21 0.4646 -- 46' 86.00 0.00 86.00 156 3.80 0.10 0.20 0.77 1.16 -0.81 4.00 20 20.74 0.66 0.15 0.3346' -- 47 86.72 86.00 172.72 314 3.80 0.20 0.41 1.55 2.33 -3.11 4.00 20 20.74 0.66 0.19 0.4147 -- 39 116.01 420.10 536.11 975 3.80 0.63 1.27 4.82 7.23 7.15 7.50 20 28.40 0.90 0.34 0.7338 -- 39 105.78 0.00 105.78 192 3.80 0.13 0.25 0.95 1.43 -3.40 4.00 20 20.74 0.66 0.16 0.3539 -- 30 112.45 641.89 754.34 1371 3.71 0.89 1.79 6.62 9.93 8.09 8.50 20 30.24 0.96 0.39 0.8529 -- 30 102.15 0.00 102.15 186 3.80 0.12 0.24 0.92 1.38 -3.03 4.00 20 20.74 0.66 0.16 0.3530 -- 21 126.32 856.49 982.81 1787 3.62 1.16 2.33 8.43 12.64 9.65 10.00 20 32.80 1.04 0.45 0.9720 -- 21 94.50 0.00 94.50 172 3.80 0.11 0.22 0.85 1.28 0.95 4.00 20 20.74 0.66 0.16 0.3421 -- 12 57.70 1077.31 1135.01 2063 3.58 1.34 2.69 9.61 14.41 13.69 14.00 20 38.81 1.24 0.53 1.1411 -- 12 89.10 0.00 89.10 162 3.80 0.11 0.21 0.80 1.20 1.68 4.00 20 20.74 0.66 0.15 0.3312 -- 3 81.25 1224.11 1305.36 2373 3.53 1.55 3.09 10.90 16.35 13.90 14.00 20 38.81 1.24 0.56 1.193 -- 4 108.67 2574.88 2683.55 4879 3.25 3.18 6.35 20.68 31.01 4.78 5.00 25 42.05 0.86 0.47 0.98

55 -- 56 115.64 0.00 115.64 210 3.80 0.14 0.27 1.04 1.56 3.63 4.00 20 20.74 0.66 0.17 0.3656 -- 48 73.13 115.64 188.77 343 3.80 0.22 0.45 1.70 2.55 9.57 10.00 20 32.80 1.04 0.27 0.5847 -- 48 109.62 0.00 109.62 199 3.80 0.13 0.26 0.99 1.48 4.92 5.00 20 23.19 0.74 0.18 0.3948 -- 40 115.97 298.39 414.36 753 3.80 0.49 0.98 3.73 5.59 -4.48 4.50 20 22.00 0.70 0.26 0.5739 -- 40 105.25 0.00 105.25 191 3.80 0.12 0.25 0.95 1.42 -7.69 8.00 20 29.34 0.93 0.20 0.4540 -- 31 112.11 519.61 631.72 1148 3.76 0.75 1.50 5.62 8.44 11.86 12.00 20 35.93 1.14 0.42 0.9030 -- 31 101.91 0.00 101.91 185 3.80 0.12 0.24 0.92 1.38 -3.82 4.00 20 20.74 0.66 0.16 0.3531 -- 22 124.56 733.63 858.19 1560 3.67 1.02 2.03 7.45 11.17 11.07 11.50 20 35.17 1.12 0.45 0.9821 -- 22 105.39 0.00 105.39 192 3.80 0.12 0.25 0.95 1.42 -2.18 4.00 20 20.74 0.66 0.16 0.3522 -- 13 66.57 963.58 1030.15 1873 3.61 1.22 2.44 8.80 13.20 9.61 10.00 20 32.80 1.04 0.46 0.9812 -- 13 106.66 0.00 106.66 194 3.80 0.13 0.25 0.96 1.44 -3.56 4.00 20 20.74 0.66 0.16 0.3513 -- 4 84.27 1136.81 1221.08 2220 3.55 1.45 2.89 10.26 15.39 24.08 24.50 20 51.34 1.63 0.66 1.404 -- 5 113.49 3904.63 4018.12 7305 3.09 4.76 9.51 29.38 44.07 0.26 4.00 30 61.16 0.87 0.48 0.99

56 -- 57 110.65 0.00 110.65 201 3.80 0.13 0.26 1.00 1.49 5.24 5.50 20 24.32 0.77 0.18 0.4057 -- 49 69.00 110.65 179.65 327 3.80 0.21 0.43 1.62 2.42 2.17 4.00 20 20.74 0.66 0.19 0.4248 -- 49 112.11 0.00 112.11 204 3.80 0.13 0.27 1.01 1.51 2.94 4.00 20 20.74 0.66 0.17 0.3649 -- 41 113.95 291.76 405.71 738 3.80 0.48 0.96 3.65 5.47 0.96 4.00 20 20.74 0.66 0.25 0.5440 -- 41 114.26 0.00 114.26 208 3.80 0.14 0.27 1.03 1.54 8.40 8.50 20 30.24 0.96 0.21 0.4741 -- 32 113.71 519.97 633.68 1152 3.76 0.75 1.50 5.64 8.46 6.68 7.00 20 27.44 0.87 0.35 0.7531 -- 32 114.73 0.00 114.73 209 3.80 0.14 0.27 1.03 1.55 3.39 4.00 20 20.74 0.66 0.17 0.3632 -- 23 120.28 748.41 868.69 1579 3.66 1.03 2.06 7.53 11.30 9.39 9.50 20 31.97 1.02 0.43 0.9222 -- 23 114.25 0.00 114.25 208 3.80 0.14 0.27 1.03 1.54 1.22 4.00 20 20.74 0.66 0.17 0.3623 -- 14 75.82 982.94 1058.76 1925 3.60 1.25 2.51 9.02 13.53 7.78 8.00 20 29.34 0.93 0.43 0.9213 -- 14 113.14 0.00 113.14 206 3.80 0.13 0.27 1.02 1.53 0.79 4.00 20 20.74 0.66 0.17 0.3614 -- 5 91.96 1171.90 1263.86 2298 3.54 1.50 2.99 10.59 15.88 21.42 21.50 20 48.09 1.53 0.64 1.355 -- 6 121.19 5281.98 5403.17 9823 2.96 6.40 12.79 37.89 56.83 11.63 12.00 30 105.93 1.50 0.77 1.55

57 -- 58 109.40 0.00 109.40 199 3.80 0.13 0.26 0.98 1.48 8.31 8.50 20 30.24 0.96 0.21 0.4658 -- 50 65.35 109.40 174.75 318 3.80 0.21 0.41 1.57 2.36 5.35 5.50 20 24.32 0.77 0.21 0.4649 -- 50 111.24 0.00 111.24 202 3.80 0.13 0.26 1.00 1.50 9.97 10.00 20 32.80 1.04 0.22 0.4950 -- 42 113.82 285.99 399.81 727 3.80 0.47 0.95 3.60 5.39 6.23 6.50 20 26.44 0.84 0.29 0.6441 -- 42 109.53 0.00 109.53 199 3.80 0.13 0.26 0.99 1.48 15.61 16.00 20 41.49 1.32 0.26 0.5742 -- 33 111.98 509.34 621.32 1130 3.77 0.74 1.47 5.54 8.31 5.26 5.50 20 24.32 0.77 0.32 0.6932 -- 33 109.30 0.00 109.30 199 3.80 0.13 0.26 0.98 1.47 14.08 14.50 20 39.49 1.26 0.25 0.5633 -- 24 119.36 730.62 849.98 1545 3.67 1.01 2.01 7.38 11.08 4.18 4.50 20 22.00 0.70 0.33 0.7123 -- 24 112.82 0.00 112.82 205 3.80 0.13 0.27 1.01 1.52 8.06 8.50 20 30.24 0.96 0.21 0.4724 -- 15 84.22 962.80 1047.02 1903 3.60 1.24 2.48 8.93 13.39 1.06 4.00 20 20.74 0.66 0.34 0.7214 -- 15 116.27 0.00 116.27 211 3.80 0.14 0.28 1.05 1.57 3.52 4.00 20 20.74 0.66 0.17 0.3615 -- 6 98.40 1163.29 1261.69 2294 3.54 1.49 2.99 10.57 15.85 30.18 30.50 20 57.28 1.82 0.71 1.526 -- 7 113.05 6664.86 6777.91 12322 2.86 8.02 16.04 45.95 68.93 9.81 10.00 30 96.70 1.37 0.78 1.55

58 -- 59 108.65 0.00 108.65 198 3.80 0.13 0.26 0.98 1.47 8.46 8.50 20 30.24 0.96 0.21 0.4659 -- 51 63.12 108.65 171.77 312 3.80 0.20 0.41 1.55 2.32 2.05 4.00 20 20.74 0.66 0.19 0.4150 -- 51 106.92 0.00 106.92 194 3.80 0.13 0.25 0.96 1.44 6.54 7.00 20 27.44 0.87 0.20 0.4351 -- 43 111.93 278.69 390.62 710 3.80 0.46 0.92 3.51 5.27 13.49 13.50 20 38.11 1.21 0.37 0.8142 -- 43 111.07 0.00 111.07 202 3.80 0.13 0.26 1.00 1.50 13.50 13.50 20 38.11 1.21 0.25 0.5443 -- 34 111.79 501.69 613.48 1115 3.77 0.73 1.45 5.47 8.21 11.80 12.00 20 35.93 1.14 0.41 0.9033 -- 34 114.86 0.00 114.86 209 3.80 0.14 0.27 1.03 1.55 19.41 19.50 20 45.80 1.46 0.29 0.6234 -- 25 116.49 728.34 844.83 1536 3.67 1.00 2.00 7.34 11.02 5.23 5.50 20 24.32 0.77 0.35 0.7524 -- 25 115.27 0.00 115.27 210 3.80 0.14 0.27 1.04 1.56 20.30 20.50 20 46.96 1.49 0.29 0.6325 -- 16 95.10 960.10 1055.20 1918 3.60 1.25 2.50 8.99 13.49 7.99 8.00 20 29.34 0.93 0.43 0.9215 -- 16 114.11 0.00 114.11 207 3.80 0.14 0.27 1.03 1.54 26.37 26.50 20 53.39 1.70 0.32 0.6916 -- 7 103.00 1169.31 1272.31 2313 3.54 1.51 3.01 10.65 15.97 10.38 10.50 20 33.61 1.07 0.50 1.067 -- 8 116.94 8050.22 8167.16 14848 2.78 9.67 19.33 53.80 80.70 7.43 7.50 38 157.30 1.39 0.72 1.42

59 -- 60 103.82 0.00 103.82 189 3.80 0.12 0.25 0.93 1.40 8.28 8.50 20 30.24 0.96 0.21 0.4560 -- 52 58.88 103.82 162.70 296 3.80 0.19 0.39 1.46 2.20 -7.13 7.50 20 28.40 0.90 0.23 0.5051 -- 52 106.23 0.00 106.23 193 3.80 0.13 0.25 0.96 1.43 2.91 4.00 20 20.74 0.66 0.16 0.3552 -- 44 111.59 268.93 380.52 692 3.80 0.45 0.90 3.42 5.13 3.31 4.00 20 20.74 0.66 0.24 0.5343 -- 44 105.94 0.00 105.94 193 3.80 0.13 0.25 0.95 1.43 -7.83 8.00 20 29.34 0.93 0.20 0.4544 -- 35 112.42 486.46 598.88 1089 3.78 0.71 1.42 5.35 8.03 27.13 27.50 20 54.39 1.73 0.54 1.1834 -- 35 109.70 0.00 109.70 199 3.80 0.13 0.26 0.99 1.48 8.20 8.50 20 30.24 0.96 0.21 0.4635 -- 26 112.83 708.58 821.41 1493 3.68 0.97 1.94 7.16 10.74 6.38 6.50 20 26.44 0.84 0.37 0.7925 -- 26 111.84 0.00 111.84 203 3.80 0.13 0.26 1.01 1.51 9.03 9.50 20 31.97 1.02 0.22 0.4826 -- 17 102.95 933.25 1036.20 1884 3.61 1.23 2.45 8.84 13.27 7.67 8.00 20 29.34 0.93 0.42 0.9116 -- 17 114.97 0.00 114.97 209 3.80 0.14 0.27 1.03 1.55 9.04 9.50 20 31.97 1.02 0.22 0.4917 -- 8 110.83 1151.17 1262.00 2294 3.54 1.49 2.99 10.57 15.86 8.12 8.50 20 30.24 0.96 0.46 0.998 -- 9 113.54 9429.16 9542.70 17349 2.71 11.29 22.59 61.32 91.98 1.93 4.00 38 114.86 1.01 0.61 1.19

60 -- 61 121.49 0.00 121.49 221 3.80 0.14 0.29 1.09 1.64 13.00 13.00 20 37.40 1.19 0.25 0.5561 -- 53 55.86 121.49 177.35 322 3.80 0.21 0.42 1.60 2.39 1.25 4.00 20 20.74 0.66 0.19 0.4252 -- 53 120.24 0.00 120.24 219 3.80 0.14 0.28 1.08 1.62 17.21 17.50 20 43.39 1.38 0.28 0.6153 -- 45 109.89 297.59 407.48 741 3.80 0.48 0.96 3.67 5.50 1.00 4.00 20 20.74 0.66 0.25 0.5444 -- 45 118.32 0.00 118.32 215 3.80 0.14 0.28 1.06 1.60 15.29 15.50 20 40.17 1.26 0.26 0.5745 -- 36 111.89 525.80 637.69 1159 3.76 0.75 1.51 5.67 8.51 12.42 12.50 20 36.67 1.17 0.43 0.9335 -- 36 115.72 0.00 115.72 210 3.80 0.14 0.27 1.04 1.56 1.29 4.00 20 20.74 0.66 0.17 0.3636 -- 27 111.52 753.41 864.93 1572 3.66 1.02 2.05 7.50 11.25 13.62 14.00 20 38.81 1.24 0.49 1.0526 -- 27 116.46 0.00 116.46 212 3.80 0.14 0.28 1.05 1.57 8.15 8.50 20 30.24 0.96 0.22 0.4727 -- 18 112.79 981.39 1094.18 1989 3.59 1.30 2.59 9.29 13.94 5.58 6.00 20 25.41 0.81 0.39 0.8417 -- 18 115.29 0.00 115.29 210 3.80 0.14 0.27 1.04 1.56 6.85 7.00 20 27.44 0.87 0.20 0.4418 -- 9 114.73 1209.47 1324.20 2407 3.52 1.57 3.13 11.04 16.56 2.87 4.00 20 20.74 0.66 0.36 0.789 -- 10 61.92 10866.90 10928.82 19869 2.66 12.94 25.87 68.70 103.04 11.46 11.50 38 194.78 1.72 0.91 1.77

10928.82

POB. PROYECTO 19946Hab

GASTO (l/s)

VELOCIDAD (m/s)

Page 3: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

DENSIDAD DE POBLACION 1.81800449716 Hab/mLDOTACION 150 Lt/Hab/DiaAPORTACION 75% DOTACION 112.5 Lt/Hab/Dia

Page 4: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLA DE DISEÑO PARA UN SISTEMA DE ALCANTARILLADO SEPARADO DE AGUAS PLUVIALES

TRAMOAREAS (Has)

LONGITUDTIEMPOS (Min)

PROPIA TRIBUTARIA ACUMULADA T Externo T Interno T concentracion2Aa 0.32 - 0.32 59.34 10 0.49 10.49 98.19 43.65 4.5 30 64.87 0.92 1.02 0.972Ab 0.40 0.32 0.72 58.02 0 0.48 0.48 126.44 126.45 3.0 45 156.16 0.98 1.16 0.842Ac 0.18 0.72 0.90 58.87 0 0.49 0.49 126.41 158.03 4.5 45 191.26 1.2 1.42 0.692Ad 0.17 0.90 1.07 57.25 0 0.48 0.48 126.46 187.95 4.5 45 191.26 1.2 1.51 0.632Ae 0.88 1.07 1.95 92.36 0 0.77 0.77 125.41 339.68 5.5 61 475.88 1.63 1.85 0.83

A 0.39 1.95 2.34 77.59 0 0.65 0.65 125.85 409.04 4.0 76 729.41 1.61 1.69 0.77B 0.39 2.34 2.73 78.83 0 0.66 0.66 125.81 477.08 5.0 76 815.51 1.8 1.91 0.69

4Ca 0.24 - 0.24 89.38 10 0.74 10.74 97.65 32.55 5.5 25 44.1 0.90 1.03 1.454Cb 0.31 0.24 0.55 65.95 0 0.55 0.55 126.20 96.41 4.0 38 114.86 1.01 1.21 0.914Cc 0.38 - 0.38 118.22 10 0.99 10.99 97.13 51.27 4.5 30 64.87 0.92 1.08 1.834Cd 0.38 0.93 1.31 70.58 0 0.59 0.59 126.06 229.38 6.5 45 229.86 1.45 1.83 0.644Ce 0.34 - 0.34 80.72 10 0.67 10.67 97.81 46.19 4.5 30 64.87 0.92 1.04 1.294Cf 0.34 1.65 1.99 74.61 0 0.62 0.62 125.94 348.11 5.5 61 475.88 1.63 1.86 0.674Cg 0.32 - 0.32 69.75 10 0.58 10.58 98.00 43.56 0.5 45 63.75 0.40 0.45 2.604Ch 0.32 0.32 0.64 68.28 0 0.57 0.57 126.13 112.12 1.0 61 202.92 0.69 0.72 1.584Ci 0.20 2.63 2.83 60.24 0 0.50 0.50 126.37 496.75 5.0 76 815.51 1.80 1.94 0.524Cj 0.40 - 0.40 79.34 10 0.66 10.66 97.83 54.35 5.0 30 68.38 0.97 1.14 1.164Ck 0.40 0.40 0.80 73.13 0 0.61 0.61 125.98 139.99 6.0 38 140.69 1.24 1.56 0.784Cl 0.18 3.63 3.81 57.67 0 0.48 0.48 126.45 669.19 4.5 76 773.66 1.71 2.06 0.47

4Cm 0.37 - 0.37 79.63 10 0.66 10.66 97.83 50.28 8.5 25 54.83 1.12 1.37 0.974Cn 0.37 0.37 0.74 76.55 0 0.64 0.64 125.88 129.39 2.0 61 286.97 0.98 0.96 1.334Cñ 0.39 4.55 4.94 71.66 0 0.60 0.60 126.03 864.76 4.5 91 1250.71 1.92 2.15 0.55

C 0.34 7.67 8.01 76.42 0 0.64 0.64 125.88 1400.58 5.5 107 2030.56 2.26 2.53 0.50D 0.33 8.01 8.34 71.48 0 0.60 0.60 126.03 1460.00 4.0 107 1816.19 2.02 2.38 0.50

6Ea 0.31 - 0.31 67.52 10 0.56 10.56 98.05 42.22 4.0 30 61.16 0.87 0.98 1.156Eb 0.31 0.31 0.62 71.09 0 0.59 0.59 126.05 108.55 5.0 38 128.43 1.13 1.35 0.886Ec 0.20 0.62 0.82 77.45 0 0.65 0.65 125.85 143.35 3.5 45 168.17 1.06 1.27 1.026Ed 0.24 0.82 1.06 58.97 0 0.49 0.49 126.41 186.12 5.5 45 211.44 1.33 1.61 0.616Ee 0.36 - 0.36 112.71 10 0.94 10.94 97.23 48.62 4.5 30 64.87 0.92 1.06 1.776Ef 0.28 1.42 1.70 57.74 0 0.48 0.48 126.45 298.58 4.5 61 430.45 1.47 1.65 0.586Eg 0.32 - 0.32 72.86 10 0.61 10.61 97.95 43.54 6.5 25 47.94 0.98 1.20 1.016Eh 0.32 0.32 0.64 75.38 0 0.63 0.63 125.92 111.93 3.5 45 168.17 1.06 1.17 1.076Ei 0.18 2.34 2.52 60.36 0 0.50 0.50 126.37 442.33 4.5 76 773.66 1.71 1.80 0.566Ej 0.38 - 0.38 74.37 10 0.62 10.62 97.92 51.68 5.5 30 71.72 1.01 1.15 1.086Ek 0.38 0.38 0.76 74.86 0 0.62 0.62 125.93 132.94 4.0 45 180.32 1.13 1.29 0.966El 0.18 3.28 3.46 58.71 0 0.49 0.49 126.42 607.56 4.5 76 773.66 1.71 2.00 0.49

6Em 0.40 - 0.40 73.51 10 0.61 10.61 97.94 54.41 5.5 30 71.72 1.01 1.17 1.056En 0.40 0.40 0.80 75.41 0 0.63 0.63 125.92 139.92 3.5 45 168.17 1.06 1.26 1.006Eñ 0.26 4.26 4.52 69.39 0 0.58 0.58 126.10 791.67 4.5 91 1250.71 1.92 2.09 0.55

E 0.50 12.86 13.36 92.93 0 0.77 0.77 125.39 2326.89 2.0 152 3274.96 1.80 2.04 0.76F 0.31 13.36 13.67 57.05 0 0.48 0.48 126.47 2401.35 2.5 152 3661.51 2.02 2.23 0.43

I (mm/hr)

Q (lps)

S (miles)

ф (cm)

Q Tubo Lleno

V Tubo Lleno

V Real m/s

T interno (min)

Page 5: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

8Ga 0.38 - 0.38 74.86 10 0.62 10.62 97.91 51.68 4.0 30 61.16 0.87 1.04 1.208Gb 0.38 0.38 0.76 74.66 0 0.62 0.62 125.94 132.94 3.0 45 156.16 0.98 1.17 1.068Gc 0.18 0.76 0.94 57.63 0 0.48 0.48 126.45 165.10 5.0 45 201.6 1.27 1.50 0.648Gd 0.38 - 0.38 74.91 10 0.62 10.62 97.91 51.68 3.5 30 57.21 0.81 0.99 1.268Ge 0.37 0.38 0.75 74.32 0 0.62 0.62 125.95 131.21 2.5 45 142.55 0.90 1.11 1.128Gf 0.18 1.69 1.87 58.05 0 0.48 0.48 126.44 328.42 4.5 61 430.45 1.47 1.70 0.578Gg 0.38 - 0.38 74.68 10 0.62 10.62 97.92 51.68 3.5 30 57.21 0.81 0.99 1.268Gh 0.38 0.38 0.76 74.51 0 0.62 0.62 125.94 132.95 2.5 45 142.55 0.90 1.11 1.128Gi 0.19 2.63 2.82 59.47 0 0.50 0.50 126.40 495.09 4.5 76 773.66 1.71 1.87 0.538Gj 0.38 - 0.38 74.31 10 0.62 10.62 97.92 51.69 3.0 30 52.97 0.75 0.94 1.328Gk 0.37 0.38 0.75 74.16 0 0.62 0.62 125.95 131.21 2.5 45 142.55 0.90 1.11 1.128Gl 0.18 3.57 3.75 58.64 0 0.49 0.49 126.42 658.49 3.5 76 682.3 1.50 1.87 0.52

8Gm 0.40 - 0.40 74.59 10 0.62 10.62 97.92 54.40 3.5 30 57.21 0.81 1.01 1.248Gn 0.40 0.40 0.80 74.17 0 0.62 0.62 125.95 139.96 1.5 61 248.52 0.85 0.89 1.388Gñ 0.26 4.55 4.81 70.46 0 0.59 0.59 126.06 842.25 3.5 91 1103.03 1.70 1.97 0.60

G 0.30 18.48 18.78 55.64 0 0.46 0.46 126.51 3300.11 2.0 183 5372.28 2.04 2.20 0.42H 0.51 18.78 19.29 94.48 0 0.79 0.79 125.35 3358.48 2.0 183 5372.28 2.04 2.22 0.71

10Ia 0.32 - 0.32 66.78 10 0.56 10.56 98.06 43.59 1.5 38 70.35 0.62 0.67 1.6610Ib 0.32 0.32 0.64 67.32 0 0.56 0.56 126.16 112.15 1.0 61 202.92 0.69 0.72 1.5610Ic 0.16 0.64 0.80 56.68 0 0.47 0.47 126.48 140.54 4.5 45 191.26 1.20 1.37 0.6910Id 0.34 - 0.34 68.12 10 0.57 10.57 98.03 46.30 1.5 38 70.35 0.62 0.68 1.6610Ie 0.34 0.34 0.68 69.98 0 0.58 0.58 126.08 119.08 0.5 61 143.48 0.49 0.58 2.0010If 0.18 1.48 1.66 58.92 0 0.49 0.49 126.41 291.47 5.0 61 453.74 1.55 1.70 0.5810Ig 0.36 - 0.36 71.05 10 0.59 10.59 97.98 48.99 1.5 38 70.35 0.62 0.70 1.7010Ih 0.35 0.36 0.71 70.52 0 0.59 0.59 126.06 124.32 1.5 61 248.52 0.85 0.86 1.3710Ii 0.18 2.37 2.55 58.81 0 0.49 0.49 126.42 447.76 4.5 76 773.66 1.71 1.81 0.5410Ij 0.37 - 0.37 73.28 10 0.61 10.61 97.94 50.33 1.5 38 70.35 0.62 0.70 1.7410Ik 0.37 0.37 0.74 72.27 0 0.60 0.60 126.01 129.52 0.5 61 143.48 0.49 0.60 2.0110Il 0.18 3.29 3.47 58 0 0.48 0.48 126.44 609.42 4.5 76 773.66 1.71 2.00 0.48

10Im 0.41 - 0.41 76.43 10 0.64 10.64 97.88 55.74 1.5 38 70.35 0.62 0.73 1.7510In 0.40 0.41 0.81 71.63 0 0.60 0.60 126.03 141.79 1.5 61 248.52 0.85 0.90 1.3310Iñ 0.28 4.28 4.56 72.19 0 0.60 0.60 126.01 798.14 4.5 91 1250.71 1.92 2.10 0.57

I 0.18 23.85 24.03 59.05 0 0.49 0.49 126.41 4219.22 4.5 152 4912.44 2.71 3.26 0.301Ja 0.40 - 0.40 96.59 10 0.80 10.80 97.52 54.18 2.0 38 81.23 0.72 0.80 2.02

J 0.16 24.43 24.59 52.89 0 0.44 0.44 126.60 4323.92 4.5 152 4912.44 2.71 3.28 0.273Ka 0.42 - 0.42 100.09 10 0.83 10.83 97.46 56.85 2.0 38 81.23 0.72 0.81 2.06

K 0.16 25.01 25.17 53.52 0 0.45 0.45 126.58 4425.24 4.5 152 4912.44 2.71 3.31 0.275La 0.44 - 0.44 102.98 10 0.86 10.86 97.40 59.53 2.5 38 90.82 0.80 0.88 1.95

L 0.16 25.61 25.77 56.06 0 0.47 0.47 126.50 4527.97 4.5 152 4912.44 2.71 3.33 0.287Ma 0.40 - 0.40 104.64 10 0.87 10.87 97.37 54.10 3.0 38 99.49 0.88 0.91 1.91

M 0.42 26.17 26.59 68.51 0 0.57 0.57 126.12 4658.16 4.5 152 4912.44 2.71 3.36 0.3412Na 0.22 - 0.22 63.46 10 0.53 10.53 98.12 29.98 5.5 25 44.1 0.90 1.00 1.0512Nb 0.16 0.22 0.38 54.58 0 0.45 0.45 126.54 66.79 5.5 30 71.72 1.01 1.25 0.7312Nc 0.38 0.38 0.76 46.69 0 0.39 0.39 126.78 133.84 5.5 38 134.7 1.19 1.50 0.5212Nd 0.50 0.76 1.26 55.22 0 0.46 0.46 126.52 221.44 4.0 61 405.84 1.39 1.45 0.64

N 0.42 1.26 1.68 128.37 0 1.07 1.07 124.35 290.16 4.0 61 405.84 1.39 1.58 1.3614Ña 0.18 - 0.18 53.73 10 0.45 10.45 98.30 24.58 1.5 30 37.45 0.53 0.58 1.53

Page 6: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

Ñ 0.08 1.86 1.94 67.27 0 0.56 0.56 126.16 339.96 6.0 61 497.05 1.70 1.90 0.5916Oa 0.42 - 0.42 69.84 10 0.58 10.58 98.00 57.17 4.5 30 64.87 0.92 1.12 1.0416Ob 0.40 - 0.40 76.12 10 0.63 10.63 97.89 54.39 4.5 30 64.87 0.92 1.10 1.1616Oc 0.40 0.40 0.80 80.22 0 0.67 0.67 125.77 139.76 7.5 38 157.3 1.39 1.69 0.7916Od 0.14 1.22 1.36 52.57 0 0.44 0.44 126.60 239.16 5.5 61 475.88 1.63 1.65 0.5316Oe 0.29 - 0.29 78.52 10 0.65 10.65 97.85 39.41 3.0 30 52.97 0.75 0.86 1.5216Of 0.29 0.29 0.58 78.21 0 0.65 0.65 125.83 101.37 4.5 38 121.84 1.07 1.27 1.0216Og 0.41 1.94 2.35 51.16 0 0.43 0.43 126.65 413.40 3.5 76 682.3 1.50 1.61 0.5316Oh 0.25 - 0.25 78.48 10 0.65 10.65 97.85 33.98 2.5 30 48.35 0.68 0.77 1.7116Oi 0.25 0.25 0.50 78.7 0 0.66 0.66 125.82 87.38 3.5 38 107.46 0.95 1.12 1.1716Oj 0.31 2.85 3.16 42.59 0 0.35 0.35 126.91 557.03 2.0 76 515.77 1.14 1.47 0.4816Ok 0.18 3.16 3.34 53.52 0 0.45 0.45 126.58 587.22 8.5 61 591.6 2.02 2.54 0.35

O 0.19 5.28 5.47 109.69 0 0.91 0.91 124.89 948.93 3.0 91 1021.2 1.57 1.94 0.9418Pa 0.31 - 0.31 60.15 10 0.50 10.50 98.18 42.28 3.5 30 57.21 0.81 0.93 1.0818Pb 0.30 - 0.30 75.85 10 0.63 10.63 97.89 40.79 5.0 25 42.05 0.86 1.07 1.1818Pc 0.29 0.30 0.59 71.45 0 0.60 0.60 126.03 103.29 3.5 38 107.46 0.95 1.18 1.0118Pd 0.14 0.90 1.04 51.17 0 0.43 0.43 126.65 182.95 3.5 61 379.62 1.30 1.30 0.6618Pe 0.27 - 0.27 74.98 10 0.62 10.62 97.91 36.72 5.5 25 44.1 0.90 1.07 1.1718Pf 0.27 0.27 0.54 72.31 0 0.60 0.60 126.01 94.51 1.5 45 110.42 0.69 0.83 1.4518Pg 0.31 1.58 1.89 56.85 0 0.47 0.47 126.48 332.02 3.5 61 379.62 1.30 1.57 0.6018Ph 0.18 - 0.18 76.29 10 0.64 10.64 97.89 24.47 4.0 25 37.61 0.77 0.85 1.5018Pi 0.18 0.18 0.36 70.72 0 0.59 0.59 126.06 63.03 3.0 38 99.49 0.88 0.96 1.2318Pj 0.30 2.25 2.55 52.87 0 0.44 0.44 126.60 448.40 3.5 76 682.3 1.50 1.66 0.5318Pk 0.18 - 0.18 72.48 10 0.60 10.60 97.96 24.49 5.5 25 44.1 0.90 0.94 1.2818Pl 0.18 0.18 0.36 73.47 0 0.61 0.61 125.97 62.99 3.5 38 107.46 0.95 1.01 1.21

18Pm 0.31 2.91 3.22 43.66 0 0.36 0.36 126.88 567.46 2.5 76 576.65 1.27 1.59 0.46P 0.24 8.69 8.93 95.04 3.5 1.50 3.50 116.35 1443.24 2.5 122 2037.22 1.74 1.97 0.81

20Qa 0.25 - 0.25 59.16 10 0.49 10.49 98.20 34.10 3.5 25 35.18 0.72 0.90 1.1020Qb 0.40 - 0.40 93.84 10 0.78 10.78 97.57 54.21 1.5 38 70.35 0.62 0.72 2.1720Qc 0.25 0.65 0.90 51.83 0 0.43 0.43 126.63 158.30 3.5 45 168.17 1.06 1.31 0.6620Qd 0.38 - 0.38 93.73 10 0.78 10.78 97.57 51.50 1.5 38 70.35 0.62 0.71 2.2120Qe 0.16 1.28 1.44 55.94 0 0.47 0.47 126.50 253.03 3.5 61 379.62 1.30 1.44 0.6520Qf 0.39 - 0.39 93.89 10 0.78 10.78 97.57 52.85 1.5 38 70.35 0.62 0.71 2.1920Qg 0.16 1.83 1.99 54.25 0 0.45 0.45 126.55 349.81 3.5 61 379.62 1.30 1.60 0.5720Qh 0.31 - 0.31 94.44 10 0.79 10.79 97.56 42.01 1.5 38 70.35 0.62 0.66 2.3720Qi 0.27 2.30 2.57 47.97 0 0.40 0.40 126.74 452.44 3.5 76 682.3 1.50 1.66 0.48

Q 0.30 11.50 11.80 110.4 0 0.92 0.92 124.87 2046.70 2.5 152 3661.51 2.02 2.12 0.8722Ra 0.25 - 0.25 60.14 10 0.50 10.50 98.18 34.09 3.5 25 35.18 0.72 0.90 1.1122Rb 0.25 0.25 0.50 51.39 0 0.43 0.43 126.64 87.95 3.5 38 107.46 0.95 1.12 0.7622Rc 0.59 - 0.59 112.08 10 0.93 10.93 97.24 79.69 2.5 38 90.82 0.80 0.97 1.9322Rd 0.16 1.09 1.25 54.28 0 0.45 0.45 126.55 219.73 3.0 61 351.46 1.20 1.30 0.6922Re 0.50 - 0.50 111.52 10 0.93 10.93 97.25 67.54 2.0 38 81.23 0.72 0.86 2.1722Rf 0.16 1.75 1.91 55.49 0 0.46 0.46 126.52 335.65 3.5 61 379.62 1.30 1.58 0.5922Rg 0.41 - 0.41 110.78 10 0.92 10.92 97.26 55.39 2.0 38 81.23 0.72 0.80 2.3022Rh 0.33 2.32 2.65 56.23 0 0.47 0.47 126.49 465.60 4.0 76 729.41 1.61 1.76 0.53

R 0.36 14.45 14.81 108.67 0 0.91 0.91 124.92 2569.83 3.5 152 4332.36 2.39 2.55 0.71S 0.50 41.40 41.90 100 0 0.83 0.83 125.18 7285.44 2.0 213 8053.2 2.26 2.76 0.60

Page 7: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGDiametro = 10.00 D=15.00 D=20.00 D=25.00

PENDIENTE Ancho zanja =0.45 A. zanja =0.60 A. zanja =0.65 A. zanja =0.70

H mÍn.=0.5 H mÍn =0.55 H mÍn =1.10 H mÍn =1.10

E. plant =0.06 E. plant =0.08 E. plant =0.10 E. plant =0.11

S (miles) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps)

0.50 1.16 0.15 3.41 0.19 7.33 0.23 13.30

1.00 1.63 0.21 4.82 0.27 10.37 0.33 18.81

1.50 2.00 0.25 5.90 0.33 12.70 0.40 23.03

2.00 2.31 0.29 6.81 0.39 14.67 0.47 26.59

2.50 2.58 0.33 7.61 0.43 16.40 0.52 29.73

3.00 2.83 0.36 8.34 0.47 17.96 0.57 32.57

3.50 3.06 0.39 9.01 0.51 19.40 0.62 35.18

4.00 3.27 0.42 9.63 0.55 20.74 0.66 37.61

4.50 3.47 0.44 10.22 0.58 22.00 0.70 39.89

5.00 3.65 0.47 10.77 0.61 23.19 0.74 42.05

5.50 3.83 0.49 11.29 0.64 24.32 0.77 44.10

6.00 4.00 0.51 11.80 0.67 25.41 0.81 46.06

6.50 4.16 0.53 12.28 0.69 26.44 0.84 47.94

7.00 4.32 0.55 12.74 0.72 27.44 0.87 49.75

7.50 4.47 0.57 13.19 0.75 28.40 0.90 51.50

8.00 4.62 0.59 13.62 0.77 29.34 0.93 53.19

8.50 4.76 0.61 14.04 0.79 30.24 0.96 54.83

9.00 4.90 0.62 14.45 0.82 31.12 0.99 56.42

9.50 5.03 0.64 14.84 0.84 31.97 1.02 57.96

10.00 5.17 0.66 15.23 0.86 32.80 1.04 59.47

10.50 5.29 0.67 15.61 0.88 33.61 1.07 60.94

11.00 5.42 0.69 15.97 0.90 34.40 1.09 62.37

11.50 5.54 0.71 16.33 0.92 35.17 1.12 63.77

12.00 5.66 0.72 16.68 0.94 35.93 1.14 65.14

12.50 5.79 0.74 17.03 0.96 36.67 1.17 66.49

13.00 5.89 0.75 17.36 0.98 37.40 1.19 67.80

13.50 6.00 0.76 17.70 1.00 38.11 1.21 69.10

14.00 6.11 0.78 18.02 1.02 38.81 1.24 70.36

14.50 6.22 0.79 18.34 1.04 39.49 1.26 71.61

15.00 6.33 0.81 18.65 1.06 40.17 1.26 72.83

15.50 6.43 0.82 18.96 1.07 40.83 1.30 74.04

16.00 6.53 0.83 19.26 1.09 41.49 1.32 75.22

16.50 6.64 0.84 19.56 1.11 42.13 1.34 76.39

17.00 6.73 0.86 19.86 1.12 42.76 1.36 77.54

17.50 6.83 0.87 20.15 1.14 43.39 1.38 78.67

18.00 6.93 0.88 20.43 1.16 44.00 1.40 79.78

18.50 7.03 0.89 20.71 1.17 44.61 1.42 80.88

19.00 7.12 0.91 20.99 1.19 45.21 1.44 81.97

19.50 7.21 0.92 21.27 1.20 45.80 1.46 83.04

20.00 7.31 0.93 21.54 1.22 46.38 1.48 84.10

Page 8: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

20.50 7.40 0.94 21.81 1.23 46.96 1.49 85.14

21.00 7.49 0.95 22.07 1.25 47.53 1.51 86.18

21.50 7.57 0.96 22.33 1.26 48.09 1.53 87.20

22.00 7.66 0.98 22.59 1.28 48.65 1.55 88.20

22.50 7.75 0.99 22.84 1.29 49.20 1.57 89.20

23.00 7.83 1.00 23.10 1.31 49.74 1.58 90.19

23.50 7.92 1.01 23.35 1.32 50.28 1.60 91.16

24.00 8.00 1.02 23.59 1.34 50.81 1.62 92.13

24.50 8.09 1.03 23.84 1.35 51.34 1.63 93.08

25.00 8.17 1.04 24.08 1.36 51.86 1.65 94.03

25.50 8.25 1.05 24.32 1.38 52.38 1.67 94.96

26.00 8.33 1.06 24.56 1.39 52.89 1.68 95.89

26.50 8.41 1.07 24.79 1.40 53.39 1.70 96.81

27.00 8.49 1.08 25.02 1.42 53.89 1.72 97.72

27.50 8.57 1.09 25.26 1.43 54.39 1.73 98.62

28.00 8.64 1.10 25.48 1.44 54.88 1.75 99.51

28.50 8.72 1.11 25.71 1.45 55.37 1.76 100.39

29.00 8.80 1.12 25.93 1.47 55.85 1.78 101.27

29.50 8.87 1.13 26.16 1.48 56.33 1.79 102.14

30.00 8.95 1.14 26.38 1.49 56.81 1.81 103.00

30.50 9.02 1.15 26.60 1.51 57.28 1.82 103.86

31.00 9.09 1.16 26.81 1.52 57.75 1.84 104.70

31.50 9.17 1.17 27.03 1.53 58.21 1.85 105.54

32.00 9.24 1.18 27.24 1.54 58.67 1.87 106.38

32.50 9.31 1.19 27.46 1.55 59.13 1.88 107.21

33.00 9.38 1.19 27.67 1.57 59.58 1.90 108.03

33.50 9.45 1.20 27.87 1.58 60.03 1.91 108.84

34.00 9.52 1.21 28.08 1.59 60.48 1.93 109.65

34.50 9.59 1.22 28.29 1.60 60.92 1.94 110.46

35.00 9.66 1.23 28.49 1.61 61.36 1.95 111.25

35.50 9.73 1.24 28.69 1.62 61.80 1.97 112.05

36.00 9.80 1.25 28.90 1.64 62.23 1.98 112.83

36.50 9.87 1.26 29.10 1.65 62.66 1.99 113.61

37.00 9.94 1.27 29.29 1.66 63.09 2.01 114.39

37.50 10.00 1.27 29.49 1.67 63.50 2.02 115.16

38.00 10.07 1.28 29.69 1.68 63.94 2.04 115.92

38.50 10.14 1.29 29.88 1.69 64.36 2.05 116.68

39.00 10.20 1.30 30.08 1.70 64.77 2.06 117.44

39.50 10.27 1.31 30.27 1.71 65.19 2.07 118.19

40.00 10.33 1.32 30.46 1.72 65.60 2.09 118.94

40.50 10.40 1.32 30.65 1.73 66.01 2.10 119.68

41.00 10.46 1.33 30.84 1.75 66.41 2.11 120.41

41.50 10.52 1.34 31.02 1.76 66.82 2.13 121.14

42.00 10.59 1.35 31.21 1.77 67.22 2.14 121.87

42.50 10.65 1.36 31.40 1.78 67.62 2.15 122.60

43.00 10.71 1.36 31.58 1.79 68.01 2.16 123.31

43.50 10.77 1.37 31.76 1.80 68.41 2.18 124.03

44.00 10.84 1.38 31.95 1.81 68.80 2.19 124.74

Page 9: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

44.50 10.90 1.39 32.13 1.82 69.19 2.20 125.45

45.00 10.96 1.40 32.31 1.83 69.58 2.21 126.15

45.50 11.02 1.40 32.49 1.84 69.96 2.23 126.85

46.00 11.08 1.41 32.66 1.85 70.35 2.24 127.54

46.50 11.14 1.42 32.84 1.86 70.73 2.25 128.24

47.00 11.20 1.43 33.02 1.87 71.11 2.26 128.92

47.50 11.26 1.43 33.19 1.88 71.48 2.28 129.61

48.00 11.32 1.44 33.37 1.89 71.86 2.29 130.29

48.50 11.38 1.45 33.54 1.90 72.23 2.30 130.96

49.00 11.43 1.46 33.71 1.91 72.60 2.31 131.64

49.50 11.49 1.46 33.88 1.92 72.97 2.32 132.31

50.00 11.55 1.47 34.05 1.93 73.34 2.33 132.97

50.50 11.61 1.48 34.22 1.94 73.71 2.35 133.67

51.00 11.67 1.49 34.39 1.95 74.07 2.36 134.30

51.50 11.72 1.49 34.56 1.96 74.43 2.37 134.95

52.00 11.78 1.50 34.73 1.97 74.79 2.38 135.61

52.50 11.84 1.51 34.90 1.97 75.15 2.39 136.26

53.00 11.89 1.51 35.06 1.98 75.51 2.40 136.90

53.50 11.95 1.52 35.23 1.99 75.86 2.41 137.55

54.00 12.00 1.53 35.39 2.00 76.22 2.43 138.19

54.50 12.06 1.54 35.55 2.01 76.57 2.44 138.83

55.00 12.11 1.54 35.72 2.02 76.92 2.45 139.46

55.50 12.17 1.55 35.88 2.03 77.27 2.46 140.10

56.00 12.22 1.56 36.04 2.04 77.62 2.47 140.73

56.50 12.28 1.56 36.20 2.05 77.96 2.48 141.35

57.00 12.33 1.57 36.36 2.06 78.31 2.49 141.98

57.50 13.39 1.58 36.52 2.07 78.65 2.50 142.60

58.00 13.44 1.58 36.68 2.08 78.99 2.51 143.22

58.50 12.49 1.59 36.84 2.08 79.33 2.53 143.83

59.00 12.55 1.60 36.99 2.09 79.67 2.54 144.45

59.50 12.60 1.60 37.15 2.10 80.00 2.55 145.06

60.00 12.65 1.61 37.30 2.11 80.34 2.56 145.67

60.50 12.71 1.62 37.46 2.12 80.67 2.57 146.27

61.00 12.76 1.62 37.61 2.13 81.01 2.58 146.87

61.50 12.81 1.63 37.77 2.14 81.34 2.59 147.48

62.00 12.86 1.64 37.92 2.15 81.67 2.60 148.07

62.50 12.91 1.64 38.07 2.15 82.00 2.61 148.67

63.00 12.97 1.65 38.23 2.16 82.32 2.62 149.26

63.50 13.02 1.66 38.38 2.17 82.65 2.63 149.85

64.00 13.07 1.66 38.53 2.18 82.97 2.64 150.44

64.50 13.12 1.67 38.68 2.19 83.30 2.65 151.03

65.00 13.17 1.68 38.83 2.20 83.62 2.66 151.61

65.50 13.22 1.68 38.98 2.21 83.94 2.67 152.20

66.00 13.27 1.69 39.13 2.21 84.26 2.68 152.78

66.50 13.32 1.70 39.27 2.22 84.58 2.69 153.35

67.00 13.37 1.70 39.42 2.23 84.90 2.70 153.93

67.50 13.42 1.71 39.57 2.24 85.21 2.71 154.50

68.00 13.47 1.72 39.71 2.25 85.53 2.72 155.07

Page 10: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

68.50 13.52 1.72 39.86 2.26 85.84 2.73 155.64

69.00 13.57 1.73 40.00 2.26 86.15 2.74 156.21

69.50 13.62 1.73 40.15 2.27 86.47 2.75 156.77

70.00 13.67 1.74 40.29 2.28 86.78 2.76 157.34

70.50 13.72 1.75 40.44 2.29 87.09 2.77 157.90

71.00 13.76 1.75 40.58 2.30 87.39 2.78 158.46

72.00 13.86 1.76 40.86 2.31 88.01 2.80 159.57

72.50 13.91 1.77 41.01 2.32 88.31 2.81 160.12

73.00 13.96 1.78 41.15 2.33 88.62 2.82 160.67

73.50 14.00 1.78 41.29 2.34 88.92 2.83 161.22

74.00 14.05 1.79 41.43 2.34 89.22 2.84 161.77

74.50 14.10 1.80 41.57 2.35 89.52 2.85 162.32

75.00 14.15 1.80 41.71 2.36 89.82 2.86 162.86

75.50 14.19 1.81 41.85 2.37 90.12 2.87 163.40

76.00 14.24 1.81 41.98 2.38 90.42 2.88 163.94

76.50 14.29 1.82 42.12 2.38 90.72 2.89 164.48

77.00 14.33 1.82 42.26 2.39 91.02 2.90 165.02

77.50 14.38 1.83 42.40 2.40 91.31 2.91 165.55

78.00 14.43 1.84 42.53 2.41 91.60 2.92 166.08

78.50 14.47 1.84 42.67 2.41 91.89 2.93 166.62

79.00 14.52 1.85 42.81 2.42 92.19 2.93 167.15

79.50 14.56 1.85 42.94 2.43 92.48 2.93 167.67

80.00 14.61 1.86 43.08 2.44 92.77 2.95 168.20

80.50 14.66 1.87 43.21 2.45 93.06 2.96 168.72

81.00 14.70 1.87 43.34 2.45 93.35 2.97 169.25

81.50 14.75 1.88 43.48 2.46 93.63 2.98 169.77

82.00 14.79 1.88 43.61 2.47 93.92 2.99 170.29

82.50 14.84 189.00 43.74 2.48 94.21 3.00 170.81

83.00 14.88 1.89 43.88 2.48 94.49 3.01 171.32

83.50 14.93 1.90 44.01 2.49 94.78 3.02 171.84

84.00 14.97 1.91 44.14 2.50 95.06 3.03 172.35

84.50 15.02 1.91 44.27 2.51 95.34 3.03 172.85

85.00 15.06 1.92 44.40 2.51 95.62 3.04 173.38

85.50 15.10 1.92 44.53 2.52 95.90 3.05 173.89

86.00 15.15 1.93 44.66 2.53 96.18 3.06 174.39

86.50 15.19 1.93 44.79 2.53 96.46 3.07 174.90

87.00 15.24 1.94 44.92 2.54 96.74 3.08 175.40

87.50 15.28 1.95 45.05 2.55 97.02 3.09 175.91

88.00 15.32 1.95 45.18 2.56 97.30 3.10 176.41

88.50 15.37 1.96 45.31 2.56 97.57 3.11 176.91

89.00 15.41 1.96 45.43 2.57 97.85 3.11 177.41

89.50 15.45 1.97 45.56 2.58 98.12 3.12 177.91

90.00 15.50 1.97 45.69 2.59 98.40 3.13 178.40

90.50 15.54 1.98 45.85 2.59 98.67 314.00 178.90

91.00 15.58 1.98 45.94 2.60 98.94 3.15 179.39

91.50 15.62 1.99 46.07 2.61 99.21 3.16 179.88

92.00 15.67 1.99 46.19 2.61 99.48 3.17 180.37

92.50 15.71 2.00 46.32 2.62 99.75 3.18 180.86

Page 11: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

93.00 15.75 2.01 46.44 2.63 100.02 3.18 181.35

93.50 15.79 2.01 46.57 2.64 100.29 3.19 181.84

94.00 15.84 2.02 49.69 2.64 100.56 3.20 182.32

94.50 15.88 2.02 47.82 2.65 100.83 3.21 182.81

95.00 15.92 2.03 47.94 2.66 101.09 3.22 183.29

95.50 15.96 2.03 47.06 2.66 101.36 3.23 183.77

96.00 16.00 2.04 47.19 2.67 101.62 3.23 184.25

96.50 16.05 2.04 47.31 2.68 101.89 3.24 184.73

97.00 16.09 2.05 47.43 2.68 102.15 3.25 185.21

97.50 16.13 2.05 47.55 2.69 102.41 3.26 185.69

98.00 16.17 2.06 47.68 2.70 102.68 3.27 186.16

98.50 16.21 2.06 47.80 2.70 102.94 3.28 186.64

99.00 16.25 2.07 47.92 2.71 103.20 3.28 187.11

99.50 16.29 2.07 48.04 2.72 103.46 3.29 187.58

100.00 16.33 2.08 48.16 2.73 103.72 3.30 188.05

Page 12: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGD=25.00 D=30.00 D=38.00

A. zanja =0.70 A. zanja =0.80 A. zanja =0.90

H mÍn =1.10 H mÍn =1.20 H mÍn =1.55

E. plant =0.11 E. plant =0.12 E. plant =0.14

Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s)

0.27 21.62 0.31 40.61 0.36

0.38 30.58 0.43 57.44 0.51

0.47 37.45 0.53 70.35 0.62

0.54 43.25 0.61 81.23 0.72

0.61 48.35 0.68 90.82 0.80

0.66 52.97 0.75 99.49 0.88

0.72 57.21 0.81 107.46 0.95

0.77 61.16 0.87 114.86 1.01

0.81 64.87 0.92 121.84 1.07

0.86 68.38 0.97 128.43 1.13

0.90 71.72 1.01 134.70 1.19

0.94 74.90 1.06 140.69 1.24

0.98 77.96 1.10 146.44 1.29

1.01 80.91 1.14 151.97 1.34

1.05 83.75 1.18 157.30 1.39

1.08 86.49 1.22 162.46 1.43

1.12 89.15 1.26 167.46 1.48

1.15 91.74 1.30 172.31 1.52

1.18 94.25 1.33 177.03 1.56

1.21 96.70 1.37 181.63 1.60

1.24 99.09 1.40 186.12 1.64

1.27 101.42 1.43 190.50 1.68

1.30 103.70 1.47 194.78 1.72

1.33 105.93 1.50 198.97 1.75

1.35 108.12 1.53 203.07 1.79

1.38 110.26 1.56 207.49 1.83

1.41 112.36 1.59 211.04 1.86

1.43 114.42 1.62 214.91 1.89

1.46 116.44 1.65 218.72 1.93

1.48 118.43 1.68 222.46 1.96

1.51 120.39 1.70 226.13 1.99

1.53 122.32 1.73 229.75 2.03

1.56 124.21 1.76 233.31 2.06

1.58 126.08 1.78 236.82 2.09

1.60 127.92 1.81 240.28 2.12

1.63 129.74 1.84 243.69 2.15

1.65 131.53 1.86 247.05 2.18

1.67 133.29 1.89 250.37 2.21

1.69 135.04 1.91 253.64 2.24

1.71 136.76 1.93 256.87 2.26

Page 13: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

1.73 138.45 1.96 260.06 2.29

1.76 140.13 1.98 263.21 2.32

1.78 141.79 2.01 266.33 2.35

1.80 143.43 2.03 269.41 2.38

1.82 145.05 2.05 272.45 2.40

1.84 146.65 2.07 275.46 2.43

1.86 148.24 2.10 278.44 2.46

1.88 149.81 2.12 281.39 2.48

1.90 151.36 2.14 284.30 2.51

1.92 152.90 2.16 287.19 2.53

1.93 154.42 2.18 290.05 2.56

1.95 155.93 2.21 292.88 2.58

1.97 157.42 2.23 295.68 2.61

1.99 158.90 2.25 298.46 2.63

2.01 160.36 2.27 301.21 2.66

2.03 161.81 2.29 303.93 2.68

2.05 163.25 2.31 306.63 2.70

2.06 164.68 2.33 309.31 2.73

2.08 166.09 2.35 311.97 2.75

2.10 167.49 2.37 314.60 2.77

2.12 168.88 2.39 317.21 2.80

2.13 170.26 2.41 319.80 2.82

2.15 171.63 2.43 322.37 2.84

2.17 172.98 2.45 324.92 2.86

2.18 174.33 2.47 327.45 2.89

2.20 175.67 2.49 329.95 2.91

2.22 176.99 2.50 332.44 2.93

2.23 178.31 2.52 334.92 2.95

2.25 179.61 2.54 337.37 2.97

2.27 180.91 2.56 339.81 3.00

2.28 182.20 2.58 342.22 3.02

2.30 187.48 2.60 344.67 3.04

2.31 184.75 2.61 347.01 3.06

2.33 186.01 2.63 349.38 3.08

2.35 187.26 2.65 351.73 3.10

2.36 188.50 2.67 354.07 3.12

2.38 189.74 2.68 356.39 3.14

2.39 190.97 2.70 358.70 3.16

2.41 192.19 2.72 360.99 3.18

2.42 193.40 2.74 363.27 3.20

2.44 194.61 2.75 365.53 3.22

2.45 195.80 2.77 367.78 3.24

2.47 196.99 2.74 370.02 3.26

2.48 198.18 2.80 372.24 3.28

2.50 199.35 2.82 374.45 3.30

2.51 200.52 2.84 376.45 3.32

2.53 201.69 2.85 378.83 3.34

2.54 202.84 2.87 381.00 3.33

Page 14: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

2.56 203.99 2.89 383.16 3.38

2.57 205.13 2.90 385.30 3.40

2.58 206.27 2.92 387.44 3.42

2.60 207.40 2.93 389.56 3.43

2.61 208.52 2.95 391.67 3.45

2.63 209.64 2.97 393.77 3.47

2.64 210.75 2.98 395.86 3.49

2.65 211.86 3.00 397.94 3.51

2.67 212.96 3.01 400.01 3.53

2.68 214.06 3.03 402.06 3.55

2.70 215.15 3.04 404.11 3.56

2.71 216.23 3.06 406.15 3.58

2.72 271.31 3.07 408.17 3.60

2.74 218.38 3.09 410.19 3.62

2.75 219.45 3.10 412.29 3.63

2.76 220.51 3.12 414.19 3.65

2.78 221.57 3.13 416.18 3.67

2.79 222.62 3.15 418.15 3.69

2.80 223.67 3.16 420.12 3.70

2.82 224.71 3.18 422.08 3.72

2.83 222.75 3.19 424.03 3.74

2.87 226.78 3.21 425.97 3.76

2.85 227.81 3.22 427.90 3.77

2.87 224.84 3.24 429.82 3.79

2.88 229.86 3.25 431.74 3.81

2.89 230.87 3.27 433.65 3.82

2.90 231.88 3.28 435.54 3.84

2.92 232.89 3.29 437.73 3.86

2.93 233.89 3.31 439.31 3.87

2.94 234.89 3.32 441.19 3.89

2.96 235.88 3.34 443.05 3.91

2.97 236.87 3.35 444.91 3.92

2.98 237.85 3.36 446.76 3.94

2.99 238.83 3.37 448.60 3.96

3.00 239.81 3.39 450.44 3.97

3.02 240.78 3.41 452.27 3.99

3.03 241.75 3.42 454.09 4.00

3.04 242.72 3.43 455.90 4.02

3.05 243.68 3.45 457.70 4.04

3.06 244.64 3.46 459.50 4.05

3.08 245.59 3.47 461.29 4.07

3.09 246.54 3.49 463.08 4.08

3.10 247.49 3.50 464.86 4.10

3.11 248.43 3.51 466.63 4.11

3.12 249.37 3.53 468.39 4.13

3.14 250.30 3.54 470.15 4.15

3.15 251.24 3.55 471.90 4.16

3.16 252.17 3.57 473.64 4.18

Page 15: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

3.17 253.09 3.58 475.38 4.19

3.18 254.01 3.59 477.11 4.21

3.19 254.93 3.61 478.84 4.22

3.21 255.85 3.62 480.56 4.24

3.22 256.76 3.63 482.27 4.25

3.23 257.67 3.65 483.98 2.27

3.25 259.48 3.67 487.38 4.30

3.26 260.38 3.68 489.06 4.31

3.27 261.27 3.70 490.75 4.33

3.28 262.16 3.71 492.43 4.34

3.30 263.06 3.72 494.10 4.36

3.31 263.94 3.73 495.76 4.37

3.32 294.83 3.75 497.43 4.39

3.33 265.61 3.76 499.08 4.40

3.34 266.59 3.77 500.73 4.42

3.35 267.46 3.78 502.37 4.43

3.36 268.33 3.80 504.01 4.44

3.37 269.20 3.81 505.55 4.46

3.38 270.07 3.82 507.28 4.47

3.39 270.94 3.83 506.90 4.49

3.41 271.80 3.85 510.52 4.50

3.42 272.66 3.86 512.13 4.52

3.43 273.51 3.87 513.74 4.53

3.44 274.37 3.88 515.34 4.54

3.45 275.22 3.89 516.94 4.56

3.46 276.06 3.91 518.53 4.57

3.47 276.91 3.92 520.12 4.59

3.48 277.75 3.93 521.70 4.60

3.49 278.59 3.94 523.28 4.61

3.50 279.43 3.95 524.86 4.63

3.51 280.27 3.96 526.43 4.64

3.52 281.10 3.98 527.99 4.66

3.53 281.93 3.99 529.55 4.67

3.54 282.76 4.00 531.10 4.68

3.55 283.58 4.01 532.66 4.70

3.56 284.41 4.02 534.20 4.71

3.57 2.85 4.04 535.74 4.72

3.58 286.05 4.05 537.28 4.74

3.59 286.86 4.06 538.81 4.75

3.60 287.68 4.07 540.34 4.76

3.61 288.49 4.08 541.87 4.78

3.62 289.30 4.09 543.39 4.79

3.63 290.10 4.10 544.90 4.80

3.64 290.91 4.12 546.41 4.82

3.65 291.71 4.13 547.92 4.83

3.66 292.51 4.14 549.42 4.84

3.67 293.31 4.15 550.92 4.86

3.68 294.10 4.16 550.42 4.87

Page 16: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

3.69 294.90 4.17 553.90 4.88

3.70 295.69 4.18 555.40 4.90

3.71 296.48 4.19 556.88 4.91

3.72 297.27 4.21 558.36 4.92

3.73 298.05 4.22 559.83 4.94

3.74 298.84 4.23 561.31 4.95

3.75 299.62 4.24 562.77 4.96

3.76 300.40 4.25 564.24 4.98

3.77 301.17 4.26 565.70 4.99

3.78 301.95 4.27 567.15 5.00

3.79 302.72 4.28 568.60 5.01

3.80 303.49 4.29 570.05 5.03

3.81 304.26 4.30 571.05 5.04

3.82 305.03 4.32 572.94 5.05

3.83 305.80 4.33 574.38 5.06

Page 17: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGDiametro = 45.00 D=61.00 D=76.00 D=91.00

PENDIENTE Ancho zanja =1.0 A. zanja =1.2 A. zanja =1.5 A. zanja =1.75

H mÍn. =1.9 H. mÍn =1.95 H mÍn =2.0 H mÍn =2.10

E. plant =0.16 E. plant =0.14 E. plant =0.17 E. plant =0.19

S (miles) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps)

0.50 63.75 0.40 143.48 0.49 257.89 0.57 416.90

1.00 90.16 0.57 202.92 0.69 364.71 0.80 589.59

1.50 110.42 0.69 248.52 0.85 446.67 0.98 722.10

2.00 127.50 0.80 286.97 0.98 515.77 1.14 833.81

2.50 142.55 0.90 320.84 1.10 576.65 1.27 932.23

3.00 156.16 0.98 351.46 1.20 631.69 1.39 1,021.20

3.50 168.17 1.06 379.62 1.30 682.30 1.50 1,103.03

4.00 180.32 1.13 405.84 1.39 729.41 1.61 1,179.18

4.50 191.26 1.20 430.45 1.47 773.66 1.71 1,250.71

5.00 201.60 1.27 453.74 1.55 815.51 1.80 1,318.37

5.50 211.44 1.33 475.88 1.63 855.31 1.89 1,382.72

6.00 220.84 1.39 497.05 1.70 893.35 1.97 1,444.20

6.50 229.86 1.45 517.34 1.77 929.82 2.05 1,503.17

7.00 238.54 1.50 536.87 1.84 964.92 2.13 1,599.91

7.50 246.91 1.55 555.71 1.90 998.79 2.20 1,614.66

8.00 255.01 1.60 573.94 1.96 1,031.53 2.27 1,667.62

8.50 262.86 1.65 591.60 2.02 1,063.29 2.34 1,718.94

9.00 270.48 1.70 608.75 2.08 1,094.12 2.41 1,768.78

9.50 277.89 1.75 625.44 2.14 1,124.10 2.48 1,817.24

10.00 285.11 1.79 641.68 2.20 1,153.30 2.54 1,864.45

10.50 292.15 1.84 657.53 2.25 1,181.79 2.61 1,910.50

11.00 299.02 1.88 673.00 2.30 1,209.60 2.67 1,955.45

11.50 305.74 1.92 688.13 2.35 1236,,78 2.73 19,999.40

12.00 312.32 1.96 702.93 2.41 1,263.38 2.78 2,042.41

12.50 318.76 2.00 717.42 2.45 1,289.43 2.84 2,084.52

13.00 325.07 2.04 731.63 2.50 1,314.97 2.90 2,125.80

13.50 331.26 2.08 745.57 2.55 1,340.02 2.95 2,166.30

14.00 337.34 2.12 759.25 2.60 1,364.61 3.01 2,206.05

14.50 343.31 2.16 772.69 2.64 1,388.76 3.06 2,245.10

15.00 349.18 2.20 785.90 2.69 1,412.50 3.11 2,283.48

15.50 354.96 2.23 798.89 2.73 1,435.85 3.17 2,321.23

16.00 360.63 2.27 811.67 2.78 1,458.83 3.22 2,358.37

16.50 366.23 2.30 824.26 2.82 1,481.45 3.27 2,394.93

17.00 371.72 2.34 836.65 2.86 1,503.72 3.31 2,430.95

17.50 377.13 2.37 848.87 2.90 1,525.68 3.36 2,466.44

18.00 382.51 2.41 860.91 2.95 1,547.32 3.41 2,501.43

18.50 387.79 2.44 872.78 2.99 1,568.66 3.46 2,535.93

19.00 392.99 2.47 884.50 3.03 1,589.72 3.50 2,569.97

19.50 398.13 2.50 896.06 3.07 1,610.50 3.55 2,603.57

20.00 403.20 2.54 907.48 3.11 1,631.02 3.60 2,636.73

Page 18: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

20.50 408.21 2.57 918.75 3.14 1,651.28 3.64 2,669.49

21.00 413.16 2.60 929.89 3.18 1,671.30 3.68 2,701.85

21.50 418.05 2.63 940.89 3.22 1,691.08 3.73 2,733.82

22.00 422.88 2.66 951.77 3.26 1,710.63 3.77 2,765.43

22.50 427.66 2.69 962.52 3.29 1,729.96 3.81 2,796.68

23.00 432.39 2.72 973.16 3.33 1,749.07 3.86 2,827.58

23.50 437.06 2.75 983.68 3.37 1,767.98 3.90 2,858.15

24.00 441.69 2.78 994.09 3.40 1,786.69 3.94 2,888.40

24.50 446.26 2.81 1,004.39 3.44 1,805.21 3.98 2,918.33

25.00 450.79 2.83 1,014.59 3.47 1,823.53 4.02 2,947.96

25.50 455.28 2.86 1,024.69 3.51 1,841.68 4.06 2,947.96

26.00 459.72 2.89 1,034.68 3.54 1,859.65 4.10 2,977.29

26.50 464.12 2.92 1,044.58 3.57 1,877.44 4.14 3,006.34

27.00 468.48 2.95 1,054.39 3.61 1,895.07 4.18 3,035.11

27.50 472.80 2.97 1,064.11 3.64 1,912.54 4.22 3,063.61

28.00 477.08 3.00 1,073.74 3.67 1,929.85 4.25 3,091.85

28.50 481.32 3.03 1,083.29 3.71 1,947.00 4.29 3,119.83

29.00 485.52 3.05 1,092.75 3.74 1,964.01 4.33 3,147.56

29.50 489.69 3.08 1,102.13 3.77 1,980.87 4.37 3,175.05

30.00 493.82 3.10 1,111.43 3.80 1,997.58 4.40 3,202.30

30.50 497.92 3.13 1,120.65 3.83 2,014.16 4.44 3,229.33

31.00 501.98 3.16 1,129.80 3.87 2,030.60 4.49 3,256.13

31.50 506.06 3.18 1,138.87 3.90 2,046.91 4.51 3,282.71

32.00 510.01 3.21 1,147.88 3.93 2,063.09 4.55 3,309.08

32.50 513.98 3.23 1,156.81 3.96 2,079.15 4.58 3,335.23

33.00 517.92 3.26 1,165.68 3.99 2,095.08 4.62 3,361.19

33.50 521.83 3.28 1,174.47 4.02 2,110.89 4.65 3,386.95

34.00 525.71 3.31 1,183.21 4.05 2,126.59 4.69 3,412.51

34.50 529.56 3.33 1,191.87 4.08 2,142.17 4.72 3,437.88

35.00 533.39 3.35 1,200.48 4.11 2,157.63 4.76 3,488.07

35.50 537.18 3.38 1,209.02 4.14 2,172.99 4.79 3,512.90

36.00 540.95 3.40 1,217.51 4.17 2,188.24 4.85 3,537.55

36.50 544.70 3.42 1,225.93 4.19 2,203.38 4.86 3,562.03

37.00 548.41 3.45 1,234.30 4.22 2,218.43 4.89 3,586.35

37.50 552.11 3.49 1,242.61 4.25 2,233.36 4.92 3,610.50

38.00 555.78 3.52 1,250.87 4.28 2,248.20 4.96 3,634.49

38.50 559.42 3.52 1,259.07 4.31 2,262.95 4.99 3,658.32

39.00 563.04 3.54 1,267.22 4.34 2,277.59 5.02 3,682.00

39.50 566.64 3.56 1,275.32 4.36 2,292.15 5.05 3,705.53

40.00 570.21 3.59 1,283.37 4.39 2,306.61 5.08 3,728.91

40.50 573.77 3.61 1,291.36 4.42 2,320.98 5.12 3,752.14

41.00 577.30 3.63 1,299.31 4.45 2,335.26 5.15 3,775.23

41.50 580.81 3.65 1,307.21 4.47 2,349.46 5.18 3,798.18

42.00 584.30 3.67 1,315.06 4.50 2,363.57 5.21 3,820.99

42.50 587.76 3.70 1,322.86 4.53 2,377.60 5.24 3,843.67

43.00 591.21 3.72 1,330.62 4.50 2,391.54 5.27 3,866.21

43.50 594.64 3.74 1,338.34 4.58 2,405.41 5.30 3,888.62

44.00 598.05 3.76 1,346.01 4.61 2,419.19 5.33 3,910.91

Page 19: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

44.50 601.43 3.78 1,353.63 4.63 2,432.90 5.36 3,933.07

45.00 604.80 3.80 1,361.22 4.66 2,446.53 5.39 3,955.10

45.50 608.15 3.82 1,368.76 4.68 2,460.08 5.42 3,977.01

46.00 611.49 3.84 1,376.26 4.71 2,473.56 5.45 3,998.81

46.50 614.80 3.87 1,383.72 4.73 2,486.97 5.48 4,020.48

47.00 618.10 3.89 1,391.14 4.76 2,500.30 5.51 4,042.04

47.50 621.38 3.91 1,398.52 4.79 2,513.57 5.54 4,063.48

48.00 624.64 3.93 1,405.86 4.81 2,526.76 5.57 4,084.81

48.50 627.86 3.95 1,413.16 4.84 2,539.89 5.60 4,106.03

49.00 631.11 3.97 1,420.43 4.86 2,552.95 5.63 4,127.14

49.50 634.32 3.99 1,427.65 4.89 2,565.94 5.66 4,148.15

50.00 637.52 4.01 1,434.85 4.91 2,578.87 5.68 4,169.04

Page 20: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGD=91.00 D=107.00 D=122.00

A. zanja =1.75 A. zanja =1.9 A. zanja =2.0

H mÍn =2.10 H mÍn =2.25 H mÍn =2.5

E. plant =0.19 E. plant =0.22 E. plant =0.25

Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s)

0.64 642.12 0.71 911.07 0.78

0.91 908.09 1.01 1,288.45 1.10

1.11 1,112.18 1.24 1,578.02 1.35

1.28 1,284.24 1.43 1,822.14 1.56

1.43 1,435.82 1.60 2,037.22 1.74

1.57 1,572.87 1.75 2,231.66 1.91

1.70 1,698.89 1.89 2,410.47 2.06

1.81 1,816.19 2.02 2,579.90 2.20

1.92 1,926.36 2.14 2,733.21 2.34

2.03 2,030.56 2.26 2,881.06 2.46

2.13 2,129.67 2.37 3,021.68 2.58

2.22 2,224.37 2.47 3,156.04 2.70

2.31 2,315.20 2.57 3,284.91 2.81

2.40 2,402.59 2.67 3,408.92 2.92

2.48 2,486.92 2.77 3,528.56 3.02

2.56 2,568.48 2.86 3,644.28 3.12

2.64 2,647.53 2.94 3,756.44 3.21

2.72 2,724.28 3.03 3,865.35 3.31

2.79 2,798.94 3.11 3,971.27 3.40

2.87 2,871.65 3.19 4,074.43 3.49

2.94 2,942.56 3.27 4,175.05 3.57

3.01 3,011.81 3.35 4,273.30 3.66

3.07 3,079.50 3.42 4,369.34 3.74

3.14 3,145.73 3.50 4,463.32 3.82

3.21 3,210.60 3.57 4,555.36 3.90

3.27 3,274.18 3.64 4,645.57 3.97

3.33 3,336.55 3.71 4,734.06 4.05

3.39 3,397.78 3.78 4,820.93 4.12

3.45 3,457.92 3.85 4,906.27 4.20

3.51 3,517.04 3.91 4,990.14 4.27

3.57 3,575.17 3.98 5,072.63 4.34

3.63 3,632.38 4.04 5,153.80 4.41

3.68 3,688.70 4.10 5,233.70 4.48

3.74 3,744.17 4.16 5,312.41 4.54

3.79 3,798.83 4.22 5,389.97 4.61

3.85 3,852.72 4.28 5,466.42 4.68

3.90 3,905.86 4.34 5,541.83 4.74

3.95 3,958.29 4.40 5,616.22 4.80

4.00 4,010.04 4.46 5,689.64 4.87

4.05 4,061.12 4.52 5,762.12 4.93

Page 21: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

4.10 4,111.57 4.57 5,833.70 4.99

5.15 4,161.41 4.63 5,904.42 5.05

4.20 4,210.66 4.68 5,974.29 5.11

4.25 4,259.34 4.74 6,043.36 5.17

4.30 4,307.47 4.79 6,111.65 5.23

4,,35 4,355.07 4.84 6,179.18 5.29

4.39 4,402.15 4.90 6,245.99 5.34

4.44 4,448.74 4.95 6,312.09 5.40

4.49 4,494.84 5.00 6,377.50 5.46

4.53 4,540.47 5.05 6,442.24 5.51

4.58 4,585.65 5.10 6,506.35 5.57

4.62 4,630.39 5.15 6,569.83 5.62

4.67 4,674.70 5.20 6,632.70 5.67

4.71 4,718.60 5.25 6,694.98 5.73

4.75 4,762.09 5.30 6,756.68 5.78

4.80 4,805.18 5.34 6,817.83 5.83

4.84 4,847.90 5.39 6,878.44 5.88

4.88 4,890.24 5.44 6,938.51 5.94

4.92 4,932.22 5.49 6,998.07 5.99

4.97 4,973.84 5.53 7,057.13 6.04

5.01 5,015.12 5.58 7,115.69 6.07

5.05 5,056.06 5.62 7,173.78 6.14

5.09 5,096.67 5.67 7,231.40 6.19

5.13 5,136.96 5.71 7,288.57 6.23

5.17 5,176.94 5.76 7,345.29 6.28

5.21 5,216.61 5.80 7,401.58 6.33

5.25 5,255.98 5.85 7,457.44 6.38

5.29 5,295.06 5.89 7,512.88 6.43

5.32 5,333.85 5.93 7,567.92 6.47

5.36 5,372.36 5.97 7,622.57 6.52

5.40 5,410.60 6.02 7,676.82 6.57

5.44 5,448.57 6.06 7,730.69 6.61

5.48 5,486.27 6.10 7,784.19 6.66

5.51 5,523.72 6.14 7,837.33 6.70

5.55 5,560.92 6.18 7,890.11 6.75

5.59 5,597.87 6.23 7,942.53 6.79

5.62 5,634.58 6.27 7,994.62 6.84

5.66 5,671.05 6.31 8,046.36 6.88

5.70 5,707.29 6.35 8,097.78 6.93

5.73 5,743.29 6.39 8,148.87 6.97

5.77 5,779.08 6.43 8,199.64 7.01

5.80 5,814.64 6.47 8,250.10 7.06

5.84 5,849.99 6.51 8,300.25 7.10

5.87 5,885.13 6.54 8,350.10 7.14

5.91 5,920.05 6.58 8,399.66 719.00

5.94 5,954.77 6.62 8,448.93 7.23

5.98 5,989.30 6.66 8,497.90 7.27

6.01 6,023.62 6.70 8,546.60 7.31

Page 22: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

6.05 6,057.75 6.74 8,595.03 7.35

6.08 6,091.68 6.77 8,643.18 7.39

6.11 6,125.43 6.81 8,691.06 7.43

6.15 6,159.00 6.85 8,738.69 7.48

6.18 6,192.38 6.89 8,786.05 7.52

6.21 6,225.58 6.92 8,833.16 7.56

6.25 6,258.61 6.96 8,880.02 7.60

6.28 6,291.46 7.00 8,926.64 7.64

6.31 6,324.15 7.03 8,973.01 7.68

6.35 6,356.01 7.07 9,019.14 7.72

6.38 6,389.01 7.11 9,065.04 7.75

6.41 6,421.20 7.14 9,110.71 7.79

Page 23: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGD = 152.00 D =183.00 D =213.00 D =244.00

A. zanja =2.5 A. zanja =2.8 A. zanja =3.2 A. zanja =3.6

PENDIENTE H mÍn. =3.04 H mÍn =3.66 H mÍn =4.26 H mÍn=4.88

E. plant =0.3 E. plant=0.36 E. plant=0.41 E. plant =0.46

S (miles) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps) Vel (m/s) Gasto (lps)

0.50 1,637.48 0.90 2,686.14 1.02 4,026.60 1.13 5,784.941.00 2,315.74 1.28 3,798.78 1.44 5,694.47 1.60 8,181.141.50 2,836.20 1.56 4,652.14 1.77 6,974.27 1.96 10,019.812.00 3,274.96 1.80 5,372.28 2.04 8,053.20 2.26 11,569.882.50 3,661.51 2.02 6,006.40 2.28 9,003.75 2.53 12,935.523.00 4,010.99 2.21 6,579.68 2.50 9,863.11 2.77 14,170.153.50 4,332.36 2.39 7,106.86 2.70 10,653.38 2.99 15,305.514.00 4,631.49 2.55 7,597.56 2.89 11,388.94 3.20 16,332.284.50 4,912.44 2.71 8,058.43 3.06 12,079.79 3.39 17,354.825.00 5,178.16 2.85 8,494.33 3.23 12,733.22 3.57 18,293.595.50 5,430.90 2.99 8,908.92 3.39 13,354.72 3.75 19,186.486.00 5,672.39 3.13 9,305.07 3.54 13,948.55 3.91 20,039.626.50 5,904.01 3.25 9,685.02 3.68 14,518.11 4.07 20,857.907.00 6,126.88 3.28 10,050.62 3.82 15,066.15 4.23 21,645.267.50 6,341.93 3.49 10,403.38 3.96 15,594.95 4.38 22,404.988.00 6,549.91 3.61 10,744.57 4.09 16,106.39 4.52 23,139.768.50 6,751.50 3.72 11,075.25 4.21 16,602.09 4.66 23,851.929.00 6,947.23 3.83 11,396.33 4.33 17,083.41 4.79 24,543.429.50 7,137.60 3.93 11,708.62 4.45 17,551.53 4.93 25,215.97

10.00 7,323.03 4.04 12,012.79 4.57 18,007.49 5.05 25,871.0410.50 7,503.87 4.14 12,309.45 4.68 18,452.19 5.18 26,509.9311.00 7,680.45 4.23 12,599.12 4.79 18,886.42 5.30 27,133.7811.50 7,853.07 4.33 12,882.28 4.90 19,310.89 5.42 27,743.6012.00 8,021.97 4.42 13,159.35 5.00 19,726.22 5.54 28,340.3012.50 8,187.39 4.51 13,430.71 5.11 20,132.99 5.65 28,924.7013.00 8,349.53 4.60 13,696.69 5.21 20,531.70 5.76 29,797.5213.50 8,508.59 4.69 13,957.60 5.31 20,922.82 5.87 30,059.4314.00 8,664.72 4.78 14,213.73 5.40 21,306.75 5.98 30,611.0314.50 8,818.09 4.86 14,465.32 5.50 21,683.89 6.09 31,152,8615.00 8,968.84 4.94 14,712.60 5.59 22,054.59 6.19 31,685.4215.50 9,117.09 5.02 14,955.80 5.69 22,419.15 6.29 32,209.1816.00 9,262.98 5.10 15,195.11 5.78 22,777.88 6.39 32,724.5616.50 9,406.60 5.18 15,430.71 5.87 23,131.05 6.49 33,231.9517.00 9,548.06 5.26 15,662.76 5.95 23,478.90 6.59 33,731.7117.50 9,687.45 5.34 15,891.43 6.04 23,821.68 6.69 34,224.1718.00 9,824.87 5.41 16,116.85 6.13 24,159.59 6.78 34,709.6418.50 9,960.39 5.49 16,339.16 6.20 24,492.84 6.87 35,188.4219.00 10,094.09 5.56 16,558.49 6.30 24,821.62 6.97 35,660.7719.50 10,226.05 5.64 16,774.95 6.38 25,146.10 7.06 36,126.9420.00 10,356.32 5.71 16,988.65 6.46 25,466.44 7.15 36,587.18

Page 24: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

20.50 10,484.98 5.78 17,199.70 6.54 25,782.81 7.24 37,041.6921.00 10,612.07 5.85 17,408.19 6.62 26,095.34 7.32 37,490.7021.50 10,737.66 5.92 17,614.21 6.70 26,404.17 7.41 37,934.3922.00 10,861.80 5.99 17,817.85 6.77 26,709.43 7.50 38,372.9522.50 10,984.54 6.05 18,019.19 6.85 27,011.24 7.58 38,806.5623.00 11,105.92 6.12 18,218.30 6.93 27,309.72 7.66 39,235.3723.50 11,225.99 6.19 18,415.26 7.00 27,604.97 7.75 39,659.5524.00 11,344.78 6.23 18,610.14 7.08 27,897.09 7.83 40,079.2424.50 11,462.35 6.32 18,802.99 7.15 28,186.19 7.91 40,494.5825.00 11,578.72 6.38 18,993.89 7.22 28,472.35 7.99 40,905.7125.50 11,693.93 6.44 19,182.89 7.29 28,755.66 8.07 41,312.7426.00 11,808.02 6.51 19,370.04 7.36 29,036.21 8.15 41,715.8026.50 11,921.02 6.57 19,555.41 7.43 29,314.08 8.23 42,115.0027.00 12,032.96 6.63 19,739.03 7.50 29,589.33 8.30 42,510.4627.50 12,143.86 6.69 19,920.96 7.57 29,862.05 8.38 42,902.2728.00 12,253.77 6.75 20,101.24 7.64 30,132.30 8.46 43,290.5328.50 12,362.69 6.81 20,279.93 7.71 30,400.15 8.53 43,675.3429.00 12,470.66 6.87 20,457.05 7.78 30,665.66 8.61 44,056.7929.50 12,577.71 6.93 20,632.65 7.84 30,928.89 8.68 44,434.9730.00 12,683.85 6.99 20,806.76 7.91 31,189.90 8.75 44,809.9630.50 12,789.12 7.05 20,979.44 7.98 31,448.74 8.83 45,181.8331.00 12,893.52 7.11 21,150.70 8.04 31,705.47 8.90 45,550.6731.50 12,997.08 7.16 21,320.59 8.11 31,960.13 8.97 45,916.5432.00 13,099.83 7.22 21,489.13 8.17 32,212.79 9.04 46,279.9232.50 13,201.77 7.28 21,656.37 8.23 32,463.47 9.11 46,639.6833.00 13,302.94 7.33 21,822.32 8.30 32,712.24 9.18 46,997.0833.50 13,403.34 7.39 21,987.02 8.36 32,959.13 9.25 47,351.7834.00 13,502.99 7.44 22,150.49 8.42 33,204.18 9.32 47,703.8434.50 13,601.92 7.50 22,312.77 8.48 33,447.44 9.39 48,053.3235.00 13,700.13 7.55 22,473.87 8.54 33,688.94 9.45 48,400.2835.50 13,797.64 7.60 22,633.83 8.61 33,928.72 9.52 48,744.7736.00 13,894.47 7.66 22,762.67 8.67 34,166.82 9.59 49,086.8536.50 13,990.62 7.71 22,950.40 8.73 34,403.27 9.65 49,426.5537.00 14,086.12 7.76 23,107.06 8.79 34,638.11 9.72 49,763.9437.50 14,180.98 7.81 23,262.67 8.84 34,871.36 9.79 50,099.0538.00 14,275.21 7.87 23,417.24 8.90 35,103.07 9.85 50,431.9438.50 14,368.81 7.92 23,570.80 8.96 35,333.26 9.92 50,762.6539.00 14,461.82 7.97 23,723.36 9.02 35,561.95 9.98 51,091.2139.50 14,554.23 8.02 23,874.95 9.08 35,789.19 10.04 51,417.6740.00 14,646.05 8.07 24,025.58 9.13 36,014.99 10.11 51,742.0840.50 14,737.31 8.12 24,175.28 9.19 36,239.38 10.17 52,064.4641.00 14,828.00 8.17 24,324.05 9.25 36,462.40 10.23 52,384.8641.50 14,918.14 8.22 24,471.92 9.30 36,684.06 10.30 52,703.3142.00 15,007.74 8.27 24,618.90 9.36 36,904.38 10.36 53,019.8542.50 15,096.81 8.32 24,765.00 9.42 37,123.40 10.42 53,334.5143.00 15,185.35 8.37 24,910.25 9.47 37,341.14 10.48 53,647.3343.50 15,273.38 8.42 25,054.66 9.53 37,557.61 10.54 53,958.3344.00 15,360.91 8.47 25,198.24 9.58 37,772.84 10.60 54,267.55

Page 25: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

44.50 15,447.94 8.51 25,341.01 9.63 37,986.85 10.66 54,575.0245.00 15,534.48 8.56 25,482.98 9.69 38,199.66 10.72 54,880.7645.50 15,620.55 8.61 25,624.16 9.74 38,411.30 10.78 55,184.8146.00 15,706.14 8.66 25,764.57 9.80 38,621.77 10.84 55,487.2046.50 15,791.27 8.70 25,904.21 9.85 38,831.11 10.90 55,787.9447.00 15,875.94 8.75 26,043.11 9.90 39,039.32 10.96 56,087.0847.50 15,960.17 8.80 26,181.27 9.95 39,246.42 11.01 56,384.6248.00 16,043.95 8.84 26,318.71 10.01 39,452.44 11.07 56,680.6148.50 16,127.29 8.89 26,455.43 10.06 39,657.39 11.13 56,975.0649.00 16,210.21 8.93 26,591.45 10.11 39,861.29 11.19 57,267.9949.50 16,292.70 8.98 26,726.77 10.16 40,064.15 11.24 57,559.4350.00 16,374.78 9.02 26,861.42 10.21 40,265.98 11.30 57,849.40

Page 26: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

TABLAS DE MANNINGD =244.00

A. zanja =3.6

H mÍn=4.88

E. plant =0.46

Vel (m/s)

1.241.752.142.472.773.033.273.503.713.914.104.294.264.634.794.955.105.255.395.535.675.805.936.066.196.316.436.556.666.786.897.007.117.217.327.427.537.637.737.82

Page 27: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

7.928.028.118.218.308.398.488.578.668.758.848.929.019.099.189.269.349.429.509.589.669.749.829.909.97

10.0510.1310.2010.2810.3510.4210.5010.5710.6410.7110.7910.8610.9311.0011.0711.1311.2011.2711.3411.4111.4711.5411.61

Page 28: Diseño Para Un Sistema de Alcantarillado de Aguas Negras

11.6711.7411.8011.8711.9311.9912.0612.1212.1812.2512.3112.37