Tabla de Calculo Drenaje
70
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = APORTACIÓN = 80.00 l/Hab/día 2.02 lps 4.03 lps 13.30 lps 15.97 lps 19.96 lps DESCRIPCIÓN TRAMO LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) Propia Tributaria Acumulada Propia Acumulada 1 1 - 2 26.99 0.00 26.99 38 38 3.80 0.035 1.50 1.50 2.25 2 - 3 20.79 26.99 47.78 30 68 3.80 0.063 1.50 1.50 2.25 3 - 4 13.93 47.78 61.71 20 88 3.80 0.081 1.50 1.50 2.25 EXISTENTE 4 - 5 24.65 129.83 154.48 35 123 3.80 0.114 1.50 1.50 2.25 EXISTENTE 5 - 6 10.19 781.83 792.02 15 138 3.80 0.128 1.50 1.50 2.25 EXISTENTE 6 - 7 39.35 792.02 831.37 56 194 3.80 0.180 1.50 1.50 2.25 EXISTENTE 7 - 8 36.19 831.37 867.56 51 245 3.80 0.227 1.50 1.50 2.25 EXISTENTE 8 - 9 28.51 867.56 896.07 41 286 3.80 0.265 1.50 1.50 2.25 EXISTENTE 9 - 10 25.48 896.07 921.55 36 322 3.80 0.298 1.50 1.50 2.25 EXISTENTE 10 - 11 24.50 950.75 975.25 35 357 3.80 0.331 1.50 1.50 2.25 EXISTENTE 11 - 12 15.70 975.25 990.95 23 380 3.80 0.352 1.50 1.50 2.25 EXISTENTE 12 - 13 28.79 990.95 1,019.74 41 421 3.80 0.390 1.50 1.50 2.25 EXISTENTE 13 - 14 11.80 1,019.74 1,031.54 17 438 3.80 0.406 1.50 1.54 2.31 EXISTENTE 14 - 15 11.92 1,031.54 1,043.46 17 455 3.80 0.421 1.50 1.60 2.40 EXISTENTE 15 - 16 11.72 1,043.46 1,055.18 17 472 3.80 0.437 1.50 1.66 2.49 16 - 17 11.59 1,055.18 1,066.77 17 489 3.80 0.453 1.50 1.72 2.58 17 - 18 28.37 1,066.77 1,095.14 40 529 3.80 0.490 1.50 1.86 2.79 18 - 19 21.22 1,095.14 1,116.36 30 559 3.80 0.518 1.50 1.97 2.95 19 - 20 13.61 1,116.36 1,129.97 20 579 3.80 0.536 1.50 2.04 3.06 20 - 21 19.17 1,129.97 1,149.14 27 606 3.80 0.561 1.50 2.13 3.20 21 - 22 11.63 1,781.03 1,792.66 17 623 3.80 0.577 1.50 2.19 3.29 22 - 23 22.05 1,792.66 1,814.71 32 655 3.80 0.606 1.50 2.30 3.46 23 - 24 39.55 1,814.71 1,854.26 56 711 3.80 0.658 1.50 2.50 3.75 24 - 25 70.25 1,854.26 1,924.51 99 810 3.80 0.750 1.50 2.85 4.28 Qmin = Qmed = Qmax inst = Qmax prev = QMext = COEF. HARMON Qmed Qmin Qmax. Inst. QMext.
Transcript of Tabla de Calculo Drenaje
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
11 - 2 26.99 0.00 26.99 38 38 3.80 0.035 1.50 1.50 2.25 315.14 314.222 - 3 20.79 26.99 47.78 30 68 3.80 0.063 1.50 1.50 2.25 314.22 313.593 - 4 13.93 47.78 61.71 20 88 3.80 0.081 1.50 1.50 2.25 313.59 311.67
EXISTENTE 4 - 5 24.65 129.83 154.48 35 123 3.80 0.114 1.50 1.50 2.25 311.67 306.03EXISTENTE 5 - 6 10.19 781.83 792.02 15 138 3.80 0.128 1.50 1.50 2.25 306.03 304.26EXISTENTE 6 - 7 39.35 792.02 831.37 56 194 3.80 0.180 1.50 1.50 2.25 304.26 301.54EXISTENTE 7 - 8 36.19 831.37 867.56 51 245 3.80 0.227 1.50 1.50 2.25 301.54 298.32EXISTENTE 8 - 9 28.51 867.56 896.07 41 286 3.80 0.265 1.50 1.50 2.25 298.32 295.90EXISTENTE 9 - 10 25.48 896.07 921.55 36 322 3.80 0.298 1.50 1.50 2.25 295.90 295.09EXISTENTE 10 - 11 24.50 950.75 975.25 35 357 3.80 0.331 1.50 1.50 2.25 295.09 294.39EXISTENTE 11 - 12 15.70 975.25 990.95 23 380 3.80 0.352 1.50 1.50 2.25 294.39 292.17EXISTENTE 12 - 13 28.79 990.95 1,019.74 41 421 3.80 0.390 1.50 1.50 2.25 292.17 289.16EXISTENTE 13 - 14 11.80 1,019.74 1,031.54 17 438 3.80 0.406 1.50 1.54 2.31 289.16 286.98EXISTENTE 14 - 15 11.92 1,031.54 1,043.46 17 455 3.80 0.421 1.50 1.60 2.40 286.98 284.18EXISTENTE 15 - 16 11.72 1,043.46 1,055.18 17 472 3.80 0.437 1.50 1.66 2.49 284.18 281.70
16 - 17 11.59 1,055.18 1,066.77 17 489 3.80 0.453 1.50 1.72 2.58 281.70 279.6617 - 18 28.37 1,066.77 1,095.14 40 529 3.80 0.490 1.50 1.86 2.79 279.66 279.2518 - 19 21.22 1,095.14 1,116.36 30 559 3.80 0.518 1.50 1.97 2.95 279.25 277.0619 - 20 13.61 1,116.36 1,129.97 20 579 3.80 0.536 1.50 2.04 3.06 277.06 275.8120 - 21 19.17 1,129.97 1,149.14 27 606 3.80 0.561 1.50 2.13 3.20 275.81 273.4121 - 22 11.63 1,781.03 1,792.66 17 623 3.80 0.577 1.50 2.19 3.29 273.41 272.2322 - 23 22.05 1,792.66 1,814.71 32 655 3.80 0.606 1.50 2.30 3.46 272.23 270.7923 - 24 39.55 1,814.71 1,854.26 56 711 3.80 0.658 1.50 2.50 3.75 270.79 272.3224 - 25 70.25 1,854.26 1,924.51 99 810 3.80 0.750 1.50 2.85 4.27 272.32 269.59
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
EXISTENTE 25 - 26 35.26 1,924.51 1,959.77 50 860 3.80 0.796 1.50 3.03 4.54 269.59 268.36
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
EXISTENTE 26 - 27 34.38 1,959.77 1,994.15 49 909 3.80 0.842 1.50 3.20 4.80 268.36 266.14EXISTENTE 27 - 28 35.06 2,113.30 2,148.36 50 959 3.80 0.888 1.50 3.37 5.06 266.14 260.32EXISTENTE 28 - 29 29.71 3,038.44 3,068.15 42 1001 3.80 0.927 1.50 3.52 5.28 260.32 258.70
30EXISTENTE 30 - 31 26.99 0.00 26.99 38 38 3.80 0.035 1.50 1.50 2.25 303.38 302.82EXISTENTE 31 - 32 20.79 424.88 445.67 30 68 3.80 0.063 1.50 1.50 2.25 302.82 301.85EXISTENTE 32 - 33 13.93 445.67 459.60 20 88 3.80 0.081 1.50 1.50 2.25 301.85 300.30EXISTENTE 33 - 34 24.65 459.60 484.25 35 123 3.80 0.114 1.50 1.50 2.25 300.30 296.93EXISTENTE 34 - 35 10.19 484.25 494.44 15 138 3.80 0.128 1.50 1.50 2.25 296.93 293.00EXISTENTE 35 - 36 39.35 494.44 533.79 56 194 3.80 0.180 1.50 1.50 2.25 293.00 287.42EXISTENTE 36 - 37 36.19 533.79 569.98 51 245 3.80 0.227 1.50 1.50 2.25 287.42 280.99EXISTENTE 37 - 38 28.51 569.98 598.49 41 286 3.80 0.265 1.50 1.50 2.25 280.99 277.68EXISTENTE 38 - 39 25.48 598.49 623.97 36 322 3.80 0.298 1.50 1.50 2.25 277.68 272.85EXISTENTE 39 - 40 24.50 623.97 648.47 35 357 3.80 0.331 1.50 1.50 2.25 272.85 271.15EXISTENTE 40 - 41 15.70 648.47 664.17 23 380 3.80 0.352 1.50 1.50 2.25 271.15 268.87EXISTENTE 41 - 42 28.79 664.17 692.96 41 421 3.80 0.390 1.50 1.50 2.25 268.87 267.89EXISTENTE 42 - 43 11.80 692.96 704.76 17 438 3.80 0.406 1.50 1.54 2.31 267.89 263.31EXISTENTE 43 - 44 11.92 704.76 716.68 17 455 3.80 0.421 1.50 1.60 2.40 263.31 259.67EXISTENTE 44 - 45 11.72 848.65 860.37 17 472 3.80 0.437 1.50 1.66 2.49 259.67 259.55
45 - 29 29.71 860.37 890.08 42 514 3.80 0.476 1.50 1.81 2.71 259.55 258.70
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
22 - 46 30.57 0.00 30.57 44 44 3.80 0.041 1.50 1.50 2.25 314.22 314.02
46 - 47 18.98 30.57 49.55 27 71 3.80 0.066 1.50 1.50 2.25 314.02 310.2747 - 48 20.13 49.55 69.68 29 100 3.80 0.093 1.50 1.50 2.25 310.27 304.8348 - 49 13.17 69.68 82.85 19 119 3.80 0.110 1.50 1.50 2.25 304.83 304.0949 - 50 19.59 143.76 163.35 28 147 3.80 0.136 1.50 1.50 2.25 304.09 304.2750 -51 28.50 239.10 267.60 41 188 3.80 0.174 1.50 1.50 2.25 304.27 304.1451 - 52 34.87 267.60 302.47 50 238 3.80 0.220 1.50 1.50 2.25 304.14 303.0052 - 53 17.03 364.16 381.19 24 262 3.80 0.243 1.50 1.50 2.25 303.00 302.9753 - 32 16.70 381.19 397.89 24 286 3.80 0.265 1.50 1.50 2.25 302.97 301.85
5454 - 55 21.22 0.00 21.22 30 30 3.80 0.028 1.50 1.50 2.25 310.94 308.7155 - 56 34.27 21.22 55.49 49 79 3.80 0.073 1.50 1.50 2.25 308.71 308.0556 - 5 12.63 55.49 68.12 18 97 3.80 0.090 1.50 1.50 2.25 308.05 306.03
5555 - 57 14.89 0.00 14.89 21 21 3.80 0.019 1.50 1.50 2.25 308.71 308.4357 - 58 24.18 14.89 39.07 35 56 3.80 0.052 1.50 1.50 2.25 308.43 306.5958 - 50 21.84 39.07 60.91 31 87 3.80 0.081 1.50 1.50 2.25 306.59 304.27
5959 - 60 41.76 0.00 41.76 59 59 3.80 0.055 1.50 1.50 2.25 304.92 304.7660 - 51 33.99 41.76 75.75 48 107 3.80 0.099 1.50 1.50 2.25 304.76 304.14
6161 - 62 28.05 0.00 28.05 40 40 3.80 0.037 1.50 1.50 2.25 304.09 304.2262 - 53 33.64 28.05 61.69 48 88 3.80 0.081 1.50 1.50 2.25 304.22 302.97
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
6363 - 64 29.28 0.00 29.28 42 42 3.80 0.039 1.50 1.50 2.25 328.45 328.0164 - 65 11.17 29.28 40.45 16 58 3.80 0.054 1.50 1.50 2.25 328.01 326.3965 - 66 9.00 40.45 49.45 13 71 3.80 0.066 1.50 1.50 2.25 326.39 325.9466 - 67 10.56 49.45 60.01 15 86 3.80 0.080 1.50 1.50 2.25 325.94 324.2767 - 68 27.07 60.01 87.08 39 125 3.80 0.116 1.50 1.50 2.25 324.27 321.6868 - 69 17.99 87.08 105.07 26 151 3.80 0.140 1.50 1.50 2.25 321.68 320.5669 - 70 18.80 105.07 123.87 27 178 3.80 0.165 1.50 1.50 2.25 320.56 317.8770 - 71 20.68 123.87 144.55 30 208 3.80 0.193 1.50 1.50 2.25 317.87 316.7371 - 72 34.85 187.85 222.70 50 258 3.80 0.239 1.50 1.50 2.25 316.73 317.2172 - 73 14.00 222.70 236.70 20 278 3.80 0.257 1.50 1.50 2.25 317.21 313.8273 - 74 18.30 236.70 255.00 26 304 3.80 0.281 1.50 1.50 2.25 313.82 311.7974 - 75 21.51 255.00 276.51 31 335 3.80 0.310 1.50 1.50 2.25 311.79 308.6075 - 76 19.14 543.94 563.08 27 362 3.80 0.335 1.50 1.50 2.25 308.60 305.6676 - 77 24.41 563.08 587.49 35 397 3.80 0.368 1.50 1.50 2.25 305.66 304.3377 - 78 18.40 587.49 605.89 26 423 3.80 0.392 1.50 1.50 2.25 304.33 304.1878 - 79 14.98 605.89 620.87 22 445 3.80 0.412 1.50 1.57 2.35 304.18 305.1979 - 6 6.48 620.87 627.35 10 455 3.80 0.421 1.50 1.60 2.40 305.19 304.26
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
8080 - 81 51.92 0.00 51.92 74 74 3.80 0.069 1.50 1.50 2.25 323.63 315.4081 - 82 8.44 97.41 105.85 12 86 3.80 0.080 1.50 1.50 2.25 315.40 314.30
EXPUESTO 82 - 83 20.53 105.85 126.38 29 115 3.80 0.106 1.50 1.50 2.25 314.30 314.43EXPUESTO 83 - 84 10.23 126.38 136.61 15 130 3.80 0.120 1.50 1.50 2.25 314.43 313.06EXPUESTO 84 - 85 25.12 136.61 161.73 36 166 3.80 0.154 1.50 1.50 2.25 313.06 312.75EXPUESTO 85 - 86 21.63 161.73 183.36 31 197 3.80 0.182 1.50 1.50 2.25 312.75 310.20EXPUESTO 86 - 87 12.29 183.36 195.65 18 215 3.80 0.199 1.50 1.50 2.25 310.20 310.61EXPUESTO 87 - 88 20.59 195.65 216.24 29 244 3.80 0.226 1.50 1.50 2.25 310.61 309.57EXPUESTO 88 - 89 21.64 216.24 237.88 31 275 3.80 0.255 1.50 1.50 2.25 309.57 306.68
89 - 76 29.55 237.88 267.43 42 317 3.80 0.294 1.50 1.50 2.25 306.68 305.6690
90 - 91 23.99 0.00 23.99 34 34 3.80 0.031 1.50 1.50 2.25 317.56 317.5191 - 72 19.31 23.99 43.30 28 62 3.80 0.057 1.50 1.50 2.25 317.51 317.21
9090 - 92 26.23 0.00 26.23 37 37 3.80 0.034 1.50 1.50 2.25 317.56 314.2492 - 82 19.26 26.23 45.49 28 65 3.80 0.060 1.50 1.50 2.25 314.24 314.30
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
9393 - 94 46.04 0.00 46.04 65 65 3.80 0.060 1.50 1.50 2.25 296.67 295.8594 - 95 9.31 46.04 55.35 14 79 3.80 0.073 1.50 1.50 2.25 295.85 294.2995 - 96 19.07 164.44 183.51 27 106 3.80 0.098 1.50 1.50 2.25 294.29 290.2696 - 97 11.27 183.51 194.78 16 122 3.80 0.113 1.50 1.50 2.25 290.26 289.4297 - 98 16.81 194.78 211.59 24 146 3.80 0.135 1.50 1.50 2.25 289.42 287.7698 - 99 23.39 363.91 387.30 33 179 3.80 0.166 1.50 1.50 2.25 287.76 287.48
99 - 100 5.15 387.30 392.45 8 187 3.80 0.173 1.50 1.50 2.25 287.48 286.22100 - 101 8.25 392.45 400.70 12 199 3.80 0.184 1.50 1.50 2.25 286.22 285.73101 - 102 18.69 400.70 419.39 27 226 3.80 0.209 1.50 1.50 2.25 285.73 283.07102 - 103 11.89 419.39 431.28 17 243 3.80 0.225 1.50 1.50 2.25 283.07 282.39103 - 104 12.88 431.28 444.16 19 262 3.80 0.243 1.50 1.50 2.25 282.39 281.77104 - 105 17.25 444.16 461.41 25 287 3.80 0.266 1.50 1.50 2.25 281.77 280.57105 - 106 23.61 461.41 485.02 34 321 3.80 0.297 1.50 1.50 2.25 280.57 278.94106 - 107 26.06 485.02 511.08 37 358 3.80 0.331 1.50 1.50 2.25 278.94 277.39107 - 108 20.04 511.08 531.12 29 387 3.80 0.358 1.50 1.50 2.25 277.39 275.90108 - 109 12.74 531.12 543.86 18 405 3.80 0.375 1.50 1.50 2.25 275.90 274.99109 - 110 3.50 543.86 547.36 5 410 3.80 0.380 1.50 1.50 2.25 274.99 274.74110 - 111 18.68 547.36 566.04 27 437 3.80 0.405 1.50 1.54 2.31 274.74 274.44111 - 112 18.66 566.04 584.70 27 464 3.80 0.430 1.50 1.63 2.45 274.44 274.43112 - 113 15.43 584.70 600.13 22 486 3.80 0.450 1.50 1.71 2.57 274.43 274.83113 - 22 31.76 600.13 631.89 45 531 3.80 0.492 1.50 1.87 2.80 274.83 272.23
114114 - 105 26.30 0.00 26.30 38 38 3.80 0.035 1.50 1.50 2.25 283.87 280.57
115
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
115 - 11 29.20 0.00 29.20 42 42 3.80 0.039 1.50 1.50 2.25 295.23 293.36
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
115115 - 116 23.64 0.00 23.64 34 34 3.80 0.031 1.50 1.50 2.25 295.23 293.36116 - 96 40.80 23.64 64.44 58 92 3.80 0.085 1.50 1.50 2.25 293.36 290.26
117117 - 118 54.46 0.00 54.46 77 77 3.80 0.071 1.50 1.50 2.25 292.26 291.97118 - 119 14.22 54.46 68.68 21 98 3.80 0.091 1.50 1.50 2.25 291.97 289.37119 - 120 18.90 68.68 87.58 27 125 3.80 0.116 1.50 1.50 2.25 289.37 288.44120 - 121 30.99 87.58 118.57 44 169 3.80 0.156 1.50 1.50 2.25 288.44 288.38121 - 122 27.60 118.57 146.17 39 208 3.80 0.193 1.50 1.50 2.25 288.38 287.46122 - 99 6.15 146.17 152.32 9 217 3.80 0.201 1.50 1.50 2.25 287.46 287.48
117117 - 123 33.55 0.00 33.55 48 48 3.80 0.044 1.50 1.50 2.25 292.26 289.47123 - 96 11.10 33.55 44.65 16 64 3.80 0.059 1.50 1.50 2.25 289.47 290.26
124EXPUESTO 124 - 125 16.29 0.00 16.29 23 23 3.80 0.021 1.50 1.50 2.25 285.37 280.66EXPUESTO 125 - 126 5.10 16.29 21.39 8 31 3.80 0.029 1.50 1.50 2.25 280.66 278.67EXPUESTO 126 - 127 13.54 21.39 34.93 20 51 3.80 0.047 1.50 1.50 2.25 278.67 273.46EXPUESTO 127 - 128 16.18 34.93 51.11 23 74 3.80 0.069 1.50 1.50 2.25 273.46 269.58EXPUESTO 128 - 129 16.55 51.11 67.66 24 98 3.80 0.091 1.50 1.50 2.25 269.58 267.63EXPUESTO 129 - 130 7.63 67.66 75.29 11 109 3.80 0.101 1.50 1.50 2.25 267.63 266.59EXPUESTO 130 - 131 29.66 75.29 104.95 42 151 3.80 0.140 1.50 1.50 2.25 266.59 261.02
131 - 45 27.02 104.95 131.97 39 190 3.80 0.176 1.50 1.50 2.25 261.02 259.55
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
POBLACIÓN = 4354 Hab. COEF. DE PREVISION = 1.20
DENSIDAD DE POBLACIÓN = 1.41 Hab./m COEF. DE SEGURIDAD = 1.50DOTACIÓN = 100.00 l/Hab/día COEF. HARMON = 3.30
COEFICIENTE DE RETENCION DE AGUAS NEGRAS 0.80 (Adimensional) LONG. TOTAL DE LA RED = 3,094.45APORTACIÓN = 80.00 l/Hab/día
2.02 lps
4.03 lps
13.30 lps
15.97 lps
19.96 lps
DESCRIPCIÓN TRAMO
LONGITUD (m) POBLACIÓN (Hab.) GASTO (lps) COTA DE TERRENO (m)
Propia Tributaria Acumulada Propia Acumulada Inicial Final
Qmin =
Qmed =
Qmax inst =
Qmax prev =
QMext =
COEF. HARMON
Qmed Qmin Qmax. Inst. QMext.
132132 - 133 19.51 0.00 19.51 28 28 3.80 0.026 1.50 1.50 2.25 281.73 280.00133 - 134 16.97 19.51 36.48 24 52 3.80 0.048 1.50 1.50 2.25 280.00 276.45134 - 135 20.27 36.48 56.75 29 81 3.80 0.075 1.50 1.50 2.25 276.45 273.91135 - 136 20.83 56.75 77.58 30 111 3.80 0.103 1.50 1.50 2.25 273.91 270.23136 - 137 20.94 77.58 98.52 30 141 3.80 0.131 1.50 1.50 2.25 270.23 267.46137 - 138 12.39 98.52 110.91 18 159 3.80 0.147 1.50 1.50 2.25 267.46 263.66138 - 28 8.24 110.91 119.15 12 171 3.80 0.158 1.50 1.50 2.25 263.66 260.32
LONGITUD TOTAL DE LA RED = 3,094.45
TUBERIA DE 20 CM = 2,360.73TUBERIA EXISTENTE = 733.72
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
34.087 41.50 0.200 20 Err:520 0.031 PVC 0.009 96.51 3.07 Err:520 1.65 Err:520 1.95 0.01630.303 20.50 20 Err:520 0.031 PVC 0.009 67.83 2.16 Err:520 1.91 Err:520 2.32 0.022137.832 137.83 20 Err:520 0.031 PVC 0.009 175.88 5.60 Err:520 1.36 Err:520 1.54 0.009228.803 211.00 20 Err:520 0.031 PVC 0.009 217.62 6.93 Err:520 1.29 Err:520 1.43 0.007173.700 227.00 20 Err:520 0.031 PVC 0.009 225.72 7.18 Err:520 1.28 Err:520 1.42 0.00769.123 72.60 20 Err:520 0.031 PVC 0.009 127.65 4.06 Err:520 1.49 Err:520 1.73 0.01288.975 77.60 20 Err:520 0.031 PVC 0.009 131.97 4.20 Err:520 1.48 Err:520 1.71 0.01184.882 84.20 20 Err:520 0.031 PVC 0.009 137.47 4.38 Err:520 1.46 Err:520 1.68 0.01131.790 31.30 20 Err:520 0.031 PVC 0.009 83.82 2.67 Err:520 1.74 Err:520 2.08 0.01828.571 54.00 20 Err:520 0.031 PVC 0.009 110.09 3.50 Err:520 1.57 Err:520 1.84 0.014141.401 112.00 20 Err:520 0.031 PVC 0.009 158.55 5.05 Err:520 1.40 Err:520 1.59 0.009104.550 112.00 20 Err:520 0.031 PVC 0.009 158.55 5.05 Err:520 1.40 Err:520 1.59 0.009184.746 197.50 20 Err:520 0.031 PVC 0.009 210.54 6.70 Err:520 1.30 Err:520 1.46 0.007234.899 220.00 20 Err:520 0.031 PVC 0.009 222.21 7.07 Err:520 1.28 Err:520 1.45 0.007211.604 196.00 20 Err:520 0.031 PVC 0.009 209.74 6.68 Err:520 1.30 Err:520 1.50 0.007176.014 141.50 20 Err:520 0.031 PVC 0.009 178.21 5.67 Err:520 1.35 Err:520 1.60 0.00814.452 14.45 20 Err:520 0.031 PVC 0.009 56.95 1.81 Err:520 2.07 Err:520 2.86 0.026103.205 103.21 20 Err:520 0.031 PVC 0.009 152.20 4.84 Err:520 1.41 Err:520 1.80 0.01091.844 91.84 20 Err:520 0.031 PVC 0.009 143.57 4.57 Err:520 1.44 Err:520 1.87 0.010125.196 125.20 20 Err:520 0.031 PVC 0.009 167.63 5.34 Err:520 1.38 Err:520 1.79 0.009101.462 101.46 20 Err:520 0.031 PVC 0.009 150.90 4.80 Err:520 1.42 Err:520 1.89 0.01065.306 65.31 20 Err:520 0.031 PVC 0.009 121.07 3.85 Err:520 1.52 Err:520 2.15 0.012-38.685 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 3.76 0.03238.861 18.10 20 Err:520 0.031 PVC 0.009 63.74 2.03 Err:520 1.96 Err:520 3.42 0.024
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
34.884 30.00 20 Err:520 0.031 PVC 0.009 82.06 2.61 Err:520 1.76 Err:520 3.06 0.018
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
64.572 67.50 20 Err:520 0.031 PVC 0.009 123.09 3.92 Err:520 1.51 Err:520 2.52 0.012166.001 160.60 20 Err:520 0.031 PVC 0.009 189.86 6.04 Err:520 1.33 Err:520 2.08 0.00854.527 67.50 20 Err:520 0.031 PVC 0.009 123.09 3.92 Err:520 1.51 Err:520 2.66 0.012
20.748 8.50 20 Err:520 0.031 PVC 0.009 43.68 1.39 Err:520 2.36 Err:520 2.94 0.03446.657 35.50 20 Err:520 0.031 PVC 0.009 89.26 2.84 Err:520 1.70 Err:520 2.02 0.017111.271 106.50 20 Err:520 0.031 PVC 0.009 154.61 4.92 Err:520 1.41 Err:520 1.61 0.010136.714 133.50 20 Err:520 0.031 PVC 0.009 173.10 5.51 Err:520 1.36 Err:520 1.54 0.009385.672 370.00 20 Err:520 0.031 PVC 0.009 288.17 9.17 Err:520 1.22 Err:520 1.33 0.005141.804 146.20 20 Err:520 0.031 PVC 0.009 181.15 5.77 Err:520 1.35 Err:520 1.52 0.008177.673 181.80 20 Err:520 0.031 PVC 0.009 202.00 6.43 Err:520 1.31 Err:520 1.47 0.007116.100 121.00 20 Err:520 0.031 PVC 0.009 164.80 5.25 Err:520 1.38 Err:520 1.57 0.009189.560 197.00 20 Err:520 0.031 PVC 0.009 210.27 6.69 Err:520 1.30 Err:520 1.45 0.00769.388 80.50 20 Err:520 0.031 PVC 0.009 134.42 4.28 Err:520 1.47 Err:520 1.69 0.011145.223 105.00 20 Err:520 0.031 PVC 0.009 153.51 4.89 Err:520 1.41 Err:520 1.61 0.01034.040 50.00 20 Err:520 0.031 PVC 0.009 105.93 3.37 Err:520 1.59 Err:520 1.87 0.014388.136 377.00 20 Err:520 0.031 PVC 0.009 290.89 9.26 Err:520 1.22 Err:520 1.33 0.005305.369 280.00 20 Err:520 0.031 PVC 0.009 250.69 7.98 Err:520 1.25 Err:520 1.40 0.00610.239 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.97 0.03228.610 36.70 20 Err:520 0.031 PVC 0.009 90.76 2.89 Err:520 1.69 Err:520 2.20 0.017
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
6.542 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032197.576 197.58 20 Err:520 0.031 PVC 0.009 210.58 6.70 Err:520 1.30 Err:520 1.45 0.007270.243 240.00 20 Err:520 0.031 PVC 0.009 232.09 7.39 Err:520 1.27 Err:520 1.41 0.00656.188 56.19 20 Err:520 0.031 PVC 0.009 112.30 3.57 Err:520 1.56 Err:520 1.82 0.013-9.188 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.0324.561 10.70 20 Err:520 0.031 PVC 0.009 49.01 1.56 Err:520 2.22 Err:520 2.76 0.03132.693 17.00 20 Err:520 0.031 PVC 0.009 61.77 1.97 Err:520 1.99 Err:520 2.43 0.0241.762 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03267.066 79.00 20 Err:520 0.031 PVC 0.009 133.16 4.24 Err:520 1.47 Err:520 1.70 0.011
105.090 105.09 20 Err:520 0.031 PVC 0.009 153.58 4.89 Err:520 1.41 Err:520 1.61 0.01019.259 19.26 20 Err:520 0.031 PVC 0.009 65.75 2.09 Err:520 1.93 Err:520 2.35 0.023159.937 159.94 20 Err:520 0.031 PVC 0.009 189.47 6.03 Err:520 1.33 Err:520 1.50 0.008
18.805 18.81 20 Err:520 0.031 PVC 0.009 64.98 2.07 Err:520 1.94 Err:520 2.37 0.02376.096 76.10 20 Err:520 0.031 PVC 0.009 130.69 4.16 Err:520 1.48 Err:520 1.71 0.011106.227 106.23 20 Err:520 0.031 PVC 0.009 154.41 4.92 Err:520 1.41 Err:520 1.61 0.010
3.831 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03218.241 12.00 20 Err:520 0.031 PVC 0.009 51.90 1.65 Err:520 2.16 Err:520 2.67 0.029
-4.635 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03237.158 25.00 20 Err:520 0.031 PVC 0.009 74.91 2.38 Err:520 1.82 Err:520 2.20 0.020
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
15.027 15.03 20 Err:520 0.031 PVC 0.009 58.08 1.85 Err:520 2.05 Err:520 2.51 0.026145.031 145.03 20 Err:520 0.031 PVC 0.009 180.42 5.74 Err:520 1.35 Err:520 1.52 0.00850.000 50.00 20 Err:520 0.031 PVC 0.009 105.93 3.37 Err:520 1.59 Err:520 1.87 0.014158.144 158.14 20 Err:520 0.031 PVC 0.009 188.40 6.00 Err:520 1.34 Err:520 1.50 0.00895.678 95.68 20 Err:520 0.031 PVC 0.009 146.54 4.66 Err:520 1.43 Err:520 1.64 0.01062.257 62.26 20 Err:520 0.031 PVC 0.009 118.21 3.76 Err:520 1.53 Err:520 1.79 0.013143.085 143.09 20 Err:520 0.031 PVC 0.009 179.21 5.70 Err:520 1.35 Err:520 1.53 0.00855.126 55.13 20 Err:520 0.031 PVC 0.009 111.24 3.54 Err:520 1.56 Err:520 1.83 0.013-13.773 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032242.143 183.00 20 Err:520 0.031 PVC 0.009 202.67 6.45 Err:520 1.31 Err:520 1.47 0.007110.929 110.93 20 Err:520 0.031 PVC 0.009 157.79 5.02 Err:520 1.40 Err:520 1.60 0.010148.303 148.30 20 Err:520 0.031 PVC 0.009 182.44 5.81 Err:520 1.35 Err:520 1.52 0.008153.605 153.61 20 Err:520 0.031 PVC 0.009 185.68 5.91 Err:520 1.34 Err:520 1.51 0.00854.486 54.49 20 Err:520 0.031 PVC 0.009 110.59 3.52 Err:520 1.57 Err:520 1.84 0.0148.152 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032-67.423 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.88 0.032143.519 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.91 0.032
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
158.513 158.51 20 Err:520 0.031 PVC 0.009 188.62 6.00 Err:520 1.34 Err:520 1.50 0.008130.332 130.33 20 Err:520 0.031 PVC 0.009 171.03 5.44 Err:520 1.37 Err:520 1.55 0.009-6.332 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032133.920 47.00 20 Err:520 0.031 PVC 0.009 102.71 3.27 Err:520 1.61 Err:520 1.90 0.01512.341 12.34 20 Err:520 0.031 PVC 0.009 52.63 1.68 Err:520 2.15 Err:520 2.65 0.029117.892 117.89 20 Err:520 0.031 PVC 0.009 162.66 5.18 Err:520 1.39 Err:520 1.58 0.009-33.360 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03250.510 24.60 20 Err:520 0.031 PVC 0.009 74.31 2.37 Err:520 1.83 Err:520 2.21 0.020133.549 133.55 20 Err:520 0.031 PVC 0.009 173.13 5.51 Err:520 1.36 Err:520 1.54 0.00934.518 44.70 20 Err:520 0.031 PVC 0.009 100.16 3.19 Err:520 1.62 Err:520 1.92 0.015
2.084 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03215.536 23.00 20 Err:520 0.031 PVC 0.009 71.85 2.29 Err:520 1.86 Err:520 2.25 0.021
126.573 126.57 20 Err:520 0.031 PVC 0.009 168.55 5.36 Err:520 1.37 Err:520 1.56 0.009-3.115 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
17.811 17.81 20 Err:520 0.031 PVC 0.009 63.22 2.01 Err:520 1.97 Err:520 2.40 0.024167.562 167.56 20 Err:520 0.031 PVC 0.009 193.93 6.17 Err:520 1.33 Err:520 1.49 0.008211.327 232.50 20 Err:520 0.031 PVC 0.009 228.44 7.27 Err:520 1.28 Err:520 1.41 0.00774.534 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03298.751 88.00 20 Err:520 0.031 PVC 0.009 140.54 4.47 Err:520 1.45 Err:520 1.67 0.01111.971 15.40 20 Err:520 0.031 PVC 0.009 58.79 1.87 Err:520 2.03 Err:520 2.50 0.026244.660 230.00 20 Err:520 0.031 PVC 0.009 227.21 7.23 Err:520 1.28 Err:520 1.42 0.00759.394 72.00 20 Err:520 0.031 PVC 0.009 127.12 4.05 Err:520 1.49 Err:520 1.73 0.012142.322 137.00 20 Err:520 0.031 PVC 0.009 175.35 5.58 Err:520 1.36 Err:520 1.54 0.00957.191 57.19 20 Err:520 0.031 PVC 0.009 113.30 3.61 Err:520 1.55 Err:520 1.82 0.01348.137 48.14 20 Err:520 0.031 PVC 0.009 103.95 3.31 Err:520 1.60 Err:520 1.89 0.01469.565 69.56 20 Err:520 0.031 PVC 0.009 124.95 3.98 Err:520 1.50 Err:520 1.74 0.01269.039 52.00 20 Err:520 0.031 PVC 0.009 108.03 3.44 Err:520 1.58 Err:520 1.86 0.01459.478 52.50 20 Err:520 0.031 PVC 0.009 108.55 3.46 Err:520 1.58 Err:520 1.85 0.01474.351 59.50 20 Err:520 0.031 PVC 0.009 115.56 3.68 Err:520 1.54 Err:520 1.80 0.01371.429 71.43 20 Err:520 0.031 PVC 0.009 126.62 4.03 Err:520 1.50 Err:520 1.74 0.01271.429 71.43 20 Err:520 0.031 PVC 0.009 126.62 4.03 Err:520 1.50 Err:520 1.74 0.01216.060 21.00 20 Err:520 0.031 PVC 0.009 68.65 2.19 Err:520 1.89 Err:520 2.33 0.0220.536 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.95 0.032-25.924 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 3.02 0.03281.864 59.00 20 Err:520 0.031 PVC 0.009 115.07 3.66 Err:520 1.55 Err:520 1.99 0.013
125.475 118.00 20 Err:520 0.031 PVC 0.009 162.74 5.18 Err:520 1.39 Err:520 1.58 0.009
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
64.041 76.20 20 Err:520 0.031 PVC 0.009 130.78 4.16 Err:520 1.48 Err:520 1.71 0.011
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
79.103 79.10 20 Err:520 0.031 PVC 0.009 133.24 4.24 Err:520 1.47 Err:520 1.70 0.01175.980 85.70 20 Err:520 0.031 PVC 0.009 138.69 4.41 Err:520 1.45 Err:520 1.67 0.011
5.325 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032182.841 165.00 20 Err:520 0.031 PVC 0.009 192.44 6.13 Err:520 1.33 Err:520 1.49 0.00849.206 28.00 20 Err:520 0.031 PVC 0.009 79.27 2.52 Err:520 1.78 Err:520 2.14 0.0191.936 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.03233.333 24.10 20 Err:520 0.031 PVC 0.009 73.55 2.34 Err:520 1.84 Err:520 2.22 0.020-3.252 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032
83.159 83.16 20 Err:520 0.031 PVC 0.009 136.62 4.35 Err:520 1.46 Err:520 1.68 0.011-71.171 10.00 20 Err:520 0.031 PVC 0.009 47.38 1.51 Err:520 2.26 Err:520 2.81 0.032
289.134 289.13 20 Err:520 0.031 PVC 0.009 254.74 8.11 Err:520 1.25 Err:520 1.37 0.006390.196 390.20 20 Err:520 0.031 PVC 0.009 295.94 9.42 Err:520 1.21 Err:520 1.32 0.005384.786 384.79 20 Err:520 0.031 PVC 0.009 293.88 9.35 Err:520 1.21 Err:520 1.32 0.005239.802 239.80 20 Err:520 0.031 PVC 0.009 231.99 7.38 Err:520 1.27 Err:520 1.41 0.006117.825 117.83 20 Err:520 0.031 PVC 0.009 162.62 5.18 Err:520 1.39 Err:520 1.58 0.009136.304 136.30 20 Err:520 0.031 PVC 0.009 174.90 5.57 Err:520 1.36 Err:520 1.54 0.009187.795 187.80 20 Err:520 0.031 PVC 0.009 205.31 6.54 Err:520 1.31 Err:520 1.46 0.00754.404 65.50 20 Err:520 0.031 PVC 0.009 121.25 3.86 Err:520 1.52 Err:520 1.77 0.012
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
PENDIENTE (m/km) DIAMETRO
MATERIAL
FUNCIONAMIENTO HIDRAULICO
RELACION DEL GASTO MINIMOTUBO LLENO A TUBO PARCIALMENTE LLENO
Qll (lps) Vll (m/s)
GASTO MINIMO GASTO MAX. EXT.
Terreno Propuesta Pulg.
AREA DE TUBO
COEF. RUGOSIDAD
DE MANNING
Calculado (cm)
Comercial (cm)
VELOCIDAD (m/s)
TIRANTE (cm)
VELOCIDAD (m/s)
TIRANTE (cm) Qmin/Qo
88.672 88.67 20 Err:520 0.031 PVC 0.009 141.07 4.49 Err:520 1.45 Err:520 1.66 0.011209.193 209.19 20 Err:520 0.031 PVC 0.009 216.68 6.90 Err:520 1.29 Err:520 1.44 0.007125.308 125.31 20 Err:520 0.031 PVC 0.009 167.71 5.34 Err:520 1.38 Err:520 1.56 0.009176.668 176.67 20 Err:520 0.031 PVC 0.009 199.13 6.34 Err:520 1.32 Err:520 1.47 0.008132.283 132.28 20 Err:520 0.031 PVC 0.009 172.31 5.48 Err:520 1.37 Err:520 1.55 0.009306.699 306.70 20 Err:520 0.031 PVC 0.009 262.37 8.35 Err:520 1.24 Err:520 1.36 0.006405.340 431.00 20 Err:520 0.031 PVC 0.009 311.02 9.90 Err:520 1.20 Err:520 1.30 0.005
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial Final
0.014 1.164 0.082 0.016 Err:520 0.023 0.020 1.271 0.098 0.020 Err:520 314.24 313.12 314.04 312.920.019 1.255 0.095 0.019 Err:520 0.033 0.028 1.389 0.116 0.023 Err:520 313.12 312.69 312.92 312.490.009 1.055 0.068 0.014 Err:520 0.013 0.012 1.123 0.077 0.015 Err:520 312.69 310.77 312.49 310.570.008 1.027 0.065 0.013 Err:520 0.010 0.010 1.085 0.072 0.014 Err:520 310.33 305.13 310.13 304.930.008 1.023 0.064 0.013 Err:520 0.010 0.010 1.079 0.071 0.014 Err:520 305.13 302.82 304.93 302.620.011 1.107 0.075 0.015 Err:520 0.018 0.015 1.194 0.086 0.017 Err:520 302.82 299.96 302.62 299.760.011 1.101 0.074 0.015 Err:520 0.017 0.015 1.186 0.085 0.017 Err:520 299.96 297.15 299.76 296.950.011 1.094 0.073 0.015 Err:520 0.016 0.014 1.176 0.084 0.017 Err:520 297.15 294.75 296.95 294.550.016 1.198 0.087 0.017 Err:520 0.027 0.023 1.315 0.104 0.021 Err:520 294.75 293.96 294.55 293.760.013 1.136 0.078 0.016 Err:520 0.020 0.018 1.233 0.092 0.018 Err:520 293.96 292.63 293.76 292.430.010 1.070 0.070 0.014 Err:520 0.014 0.013 1.144 0.080 0.016 Err:520 292.63 290.87 292.43 290.670.010 1.070 0.070 0.014 Err:520 0.014 0.013 1.144 0.080 0.016 Err:520 290.87 287.65 290.67 287.450.008 1.031 0.065 0.013 Err:520 0.011 0.011 1.095 0.073 0.015 Err:520 287.65 285.32 287.45 285.120.008 1.025 0.064 0.013 Err:520 0.011 0.011 1.092 0.073 0.015 Err:520 285.32 282.70 285.12 282.500.008 1.032 0.065 0.013 Err:520 0.012 0.011 1.109 0.075 0.015 Err:520 282.70 280.40 282.50 280.200.009 1.053 0.068 0.014 Err:520 0.014 0.013 1.149 0.080 0.016 Err:520 280.40 278.76 280.20 278.560.022 1.309 0.103 0.021 Err:520 0.049 0.044 1.551 0.143 0.029 Err:520 278.76 278.35 278.56 278.150.010 1.077 0.071 0.014 Err:520 0.019 0.017 1.218 0.090 0.018 Err:520 278.35 276.16 278.15 275.960.010 1.086 0.072 0.014 Err:520 0.021 0.018 1.244 0.094 0.019 Err:520 276.16 274.91 275.96 274.710.009 1.062 0.069 0.014 Err:520 0.019 0.016 1.214 0.089 0.018 Err:520 274.91 272.51 274.71 272.310.010 1.078 0.071 0.014 Err:520 0.022 0.019 1.251 0.095 0.019 Err:520 272.51 271.33 272.31 271.130.012 1.117 0.076 0.015 Err:520 0.029 0.024 1.336 0.107 0.021 Err:520 271.33 269.89 271.13 269.690.027 1.372 0.113 0.023 Err:520 0.079 0.077 1.793 0.188 0.038 Err:520 269.89 269.49 269.69 269.290.020 1.273 0.098 0.020 Err:520 0.067 0.063 1.704 0.171 0.034 Err:520 269.49 268.22 269.29 268.02
Qo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
0.016 1.203 0.088 0.018 Err:520 0.055 0.051 1.607 0.153 0.031 Err:520 268.22 267.17 268.02 266.97
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
0.012 1.114 0.076 0.015 Err:520 0.039 0.034 1.452 0.126 0.025 Err:520 267.17 264.84 266.97 264.640.009 1.044 0.067 0.013 Err:520 0.027 0.023 1.313 0.104 0.021 Err:520 264.84 259.21 264.64 259.010.012 1.114 0.076 0.015 Err:520 0.043 0.038 1.492 0.133 0.027 Err:520 259.21 257.21 259.01 257.01
257.010.029 1.402 0.118 0.024 Err:520 0.052 0.047 1.574 0.147 0.029 Err:520 301.58 301.35 301.38 301.150.015 1.182 0.085 0.017 Err:520 0.025 0.021 1.295 0.101 0.020 Err:520 301.35 300.61 301.15 300.410.010 1.074 0.070 0.014 Err:520 0.015 0.013 1.150 0.080 0.016 Err:520 300.61 299.13 300.41 298.930.009 1.057 0.068 0.014 Err:520 0.013 0.012 1.126 0.077 0.015 Err:520 299.13 295.84 298.93 295.640.007 0.998 0.061 0.012 Err:520 0.008 0.009 1.043 0.066 0.013 Err:520 295.84 292.07 295.64 291.870.009 1.051 0.067 0.013 Err:520 0.012 0.012 1.117 0.076 0.015 Err:520 292.07 286.31 291.87 286.110.009 1.036 0.066 0.013 Err:520 0.011 0.011 1.097 0.073 0.015 Err:520 286.31 279.74 286.11 279.540.010 1.064 0.069 0.014 Err:520 0.014 0.013 1.136 0.079 0.016 Err:520 279.74 276.29 279.54 276.090.008 1.031 0.065 0.013 Err:520 0.011 0.011 1.090 0.072 0.014 Err:520 276.29 271.27 276.09 271.070.011 1.098 0.073 0.015 Err:520 0.017 0.015 1.181 0.085 0.017 Err:520 271.27 269.29 271.07 269.090.010 1.075 0.071 0.014 Err:520 0.015 0.013 1.151 0.081 0.016 Err:520 269.29 267.65 269.09 267.450.013 1.144 0.080 0.016 Err:520 0.021 0.018 1.243 0.094 0.019 Err:520 267.65 266.21 267.45 266.010.007 0.997 0.061 0.012 Err:520 0.008 0.009 1.045 0.067 0.013 Err:520 266.21 261.76 266.01 261.560.008 1.011 0.063 0.013 Err:520 0.010 0.010 1.072 0.070 0.014 Err:520 261.76 258.42 261.56 258.220.027 1.372 0.113 0.023 Err:520 0.053 0.048 1.583 0.149 0.030 Err:520 258.42 258.30 258.22 258.100.015 1.178 0.084 0.017 Err:520 0.030 0.025 1.351 0.110 0.022 Err:520 258.30 257.21 258.10 257.01
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
257.010.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 313.32 313.01 313.12 312.810.008 1.031 0.065 0.013 Err:520 0.011 0.011 1.090 0.072 0.014 Err:520 313.01 309.26 312.81 309.060.008 1.020 0.064 0.013 Err:520 0.010 0.010 1.074 0.070 0.014 Err:520 308.76 303.93 308.56 303.730.012 1.132 0.078 0.016 Err:520 0.020 0.017 1.227 0.091 0.018 Err:520 303.93 303.19 303.73 302.990.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 303.19 303.00 302.99 302.800.026 1.360 0.111 0.022 Err:520 0.046 0.041 1.521 0.138 0.028 Err:520 303.00 302.69 302.80 302.490.021 1.283 0.099 0.020 Err:520 0.036 0.031 1.425 0.122 0.024 Err:520 302.69 302.10 302.49 301.900.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 302.10 301.93 301.90 301.730.011 1.099 0.074 0.015 Err:520 0.017 0.015 1.184 0.085 0.017 Err:520 301.93 300.61 301.73 300.41
300.410.010 1.075 0.071 0.014 Err:520 0.015 0.013 1.151 0.081 0.016 Err:520 310.04 307.81 309.84 307.610.019 1.264 0.097 0.019 Err:520 0.034 0.029 1.401 0.118 0.024 Err:520 307.81 307.15 307.61 306.950.009 1.045 0.067 0.013 Err:520 0.012 0.011 1.109 0.075 0.015 Err:520 307.15 305.13 306.95 304.93
304.930.020 1.268 0.097 0.019 Err:520 0.035 0.030 1.405 0.118 0.024 Err:520 307.81 307.53 307.61 307.330.011 1.103 0.074 0.015 Err:520 0.017 0.015 1.188 0.086 0.017 Err:520 307.53 305.69 307.33 305.490.010 1.074 0.070 0.014 Err:520 0.015 0.013 1.150 0.080 0.016 Err:520 305.69 303.37 305.49 303.17
302.800.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 304.02 303.60 303.82 303.400.025 1.340 0.108 0.022 Err:520 0.043 0.038 1.496 0.134 0.027 Err:520 303.60 303.19 303.40 302.99
302.490.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 303.19 302.91 302.99 302.710.017 1.227 0.091 0.018 Err:520 0.030 0.026 1.353 0.110 0.022 Err:520 302.91 302.07 302.71 301.87
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
301.730.022 1.302 0.102 0.020 Err:520 0.039 0.034 1.449 0.126 0.025 Err:520 327.55 327.11 327.35 326.910.009 1.051 0.068 0.014 Err:520 0.012 0.012 1.118 0.076 0.015 Err:520 327.11 325.49 326.91 325.290.013 1.144 0.080 0.016 Err:520 0.021 0.018 1.243 0.094 0.019 Err:520 325.49 325.04 325.29 324.840.009 1.045 0.067 0.013 Err:520 0.012 0.011 1.110 0.075 0.015 Err:520 325.04 323.37 324.84 323.170.010 1.083 0.072 0.014 Err:520 0.015 0.014 1.161 0.082 0.016 Err:520 323.37 320.78 323.17 320.580.012 1.121 0.077 0.015 Err:520 0.019 0.016 1.214 0.089 0.018 Err:520 320.78 319.66 320.58 319.460.009 1.052 0.068 0.014 Err:520 0.013 0.012 1.119 0.076 0.015 Err:520 319.66 316.97 319.46 316.770.012 1.134 0.078 0.016 Err:520 0.020 0.017 1.230 0.092 0.018 Err:520 316.97 315.83 316.77 315.630.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 315.83 315.48 315.63 315.280.009 1.036 0.066 0.013 Err:520 0.011 0.011 1.097 0.073 0.015 Err:520 315.48 312.92 315.28 312.720.010 1.071 0.070 0.014 Err:520 0.014 0.013 1.145 0.080 0.016 Err:520 312.92 310.89 312.72 310.690.009 1.050 0.067 0.013 Err:520 0.012 0.012 1.116 0.076 0.015 Err:520 310.89 307.70 310.69 307.500.009 1.047 0.067 0.013 Err:520 0.012 0.012 1.113 0.075 0.015 Err:520 307.70 304.76 307.50 304.560.012 1.135 0.078 0.016 Err:520 0.020 0.017 1.232 0.092 0.018 Err:520 304.76 303.43 304.56 303.230.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 303.43 303.25 303.23 303.050.027 1.372 0.113 0.023 Err:520 0.050 0.045 1.556 0.144 0.029 Err:520 303.25 303.10 303.05 302.900.027 1.372 0.113 0.023 Err:520 0.051 0.046 1.566 0.146 0.029 Err:520 303.10 303.03 302.90 302.83
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
302.620.009 1.045 0.067 0.013 Err:520 0.012 0.011 1.110 0.075 0.015 Err:520 322.73 314.50 322.53 314.300.009 1.059 0.068 0.014 Err:520 0.013 0.012 1.129 0.078 0.016 Err:520 314.50 313.40 314.30 313.200.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 313.15 312.94 312.95 312.740.013 1.150 0.080 0.016 Err:520 0.022 0.019 1.252 0.095 0.019 Err:520 312.94 312.46 312.74 312.260.024 1.335 0.107 0.021 Err:520 0.043 0.038 1.490 0.133 0.027 Err:520 312.46 312.15 312.26 311.950.010 1.066 0.069 0.014 Err:520 0.014 0.013 1.139 0.079 0.016 Err:520 312.15 309.60 311.95 309.400.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 309.60 309.48 309.40 309.280.017 1.229 0.092 0.018 Err:520 0.030 0.026 1.356 0.111 0.022 Err:520 309.48 308.97 309.28 308.770.009 1.057 0.068 0.014 Err:520 0.013 0.012 1.126 0.077 0.015 Err:520 308.97 306.08 308.77 305.880.013 1.156 0.081 0.016 Err:520 0.022 0.019 1.260 0.096 0.019 Err:520 306.08 304.76 305.88 304.56
304.560.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 316.66 316.42 316.46 316.220.018 1.239 0.093 0.019 Err:520 0.031 0.027 1.368 0.112 0.022 Err:520 316.42 315.98 316.22 315.78
315.280.009 1.061 0.069 0.014 Err:520 0.013 0.012 1.132 0.078 0.016 Err:520 316.66 313.34 316.46 313.140.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 313.34 313.15 313.14 312.95
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
312.950.020 1.276 0.098 0.020 Err:520 0.036 0.031 1.416 0.120 0.024 Err:520 295.77 294.95 295.57 294.750.009 1.042 0.066 0.013 Err:520 0.012 0.011 1.105 0.074 0.015 Err:520 294.95 293.39 294.75 293.190.008 1.022 0.064 0.013 Err:520 0.010 0.010 1.077 0.071 0.014 Err:520 293.39 288.96 293.19 288.760.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 288.46 288.34 288.26 288.140.011 1.090 0.072 0.014 Err:520 0.016 0.014 1.171 0.083 0.017 Err:520 288.34 286.86 288.14 286.660.022 1.298 0.102 0.020 Err:520 0.038 0.033 1.444 0.125 0.025 Err:520 286.86 286.50 286.66 286.300.008 1.022 0.064 0.013 Err:520 0.010 0.010 1.078 0.071 0.014 Err:520 286.50 285.32 286.30 285.120.011 1.108 0.075 0.015 Err:520 0.018 0.015 1.195 0.087 0.017 Err:520 285.32 284.73 285.12 284.530.009 1.055 0.068 0.014 Err:520 0.013 0.012 1.124 0.077 0.015 Err:520 284.73 282.17 284.53 281.970.012 1.130 0.078 0.016 Err:520 0.020 0.017 1.225 0.091 0.018 Err:520 282.17 281.49 281.97 281.290.013 1.148 0.080 0.016 Err:520 0.022 0.018 1.249 0.094 0.019 Err:520 281.49 280.87 281.29 280.670.011 1.111 0.075 0.015 Err:520 0.018 0.016 1.199 0.087 0.017 Err:520 280.47 279.27 280.27 279.070.013 1.140 0.079 0.016 Err:520 0.021 0.018 1.238 0.093 0.019 Err:520 279.27 278.04 279.07 277.840.013 1.139 0.079 0.016 Err:520 0.021 0.018 1.237 0.093 0.019 Err:520 277.66 276.29 277.46 276.090.012 1.126 0.077 0.015 Err:520 0.019 0.017 1.220 0.090 0.018 Err:520 276.29 275.10 276.09 274.900.011 1.108 0.075 0.015 Err:520 0.018 0.015 1.196 0.087 0.017 Err:520 275.10 274.19 274.90 273.990.011 1.108 0.075 0.015 Err:520 0.018 0.015 1.196 0.087 0.017 Err:520 274.19 273.94 273.99 273.740.019 1.252 0.095 0.019 Err:520 0.034 0.029 1.394 0.117 0.023 Err:520 273.94 273.54 273.74 273.340.027 1.372 0.113 0.023 Err:520 0.052 0.047 1.575 0.147 0.029 Err:520 273.54 273.36 273.34 273.160.027 1.372 0.113 0.023 Err:520 0.054 0.049 1.597 0.151 0.030 Err:520 273.36 273.20 273.16 273.000.012 1.127 0.077 0.015 Err:520 0.024 0.021 1.284 0.100 0.020 Err:520 273.20 271.33 273.00 271.13
271.130.010 1.066 0.069 0.014 Err:520 0.014 0.013 1.139 0.079 0.016 Err:520 282.77 279.67 282.57 279.47
279.07
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
0.011 1.103 0.074 0.015 Err:520 0.017 0.015 1.188 0.086 0.017 Err:520 294.33 292.10 294.13 291.90
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
291.400.011 1.099 0.074 0.015 Err:520 0.017 0.015 1.184 0.085 0.017 Err:520 294.33 292.46 294.13 292.260.011 1.092 0.073 0.015 Err:520 0.016 0.014 1.174 0.084 0.017 Err:520 292.46 288.96 292.26 288.76
288.260.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 291.36 290.82 291.16 290.620.009 1.043 0.066 0.013 Err:520 0.012 0.011 1.106 0.075 0.015 Err:520 290.82 288.47 290.62 288.270.016 1.212 0.089 0.018 Err:520 0.028 0.024 1.334 0.107 0.021 Err:520 288.07 287.54 287.87 287.340.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 287.54 287.23 287.34 287.030.017 1.232 0.092 0.018 Err:520 0.031 0.026 1.360 0.111 0.022 Err:520 287.23 286.56 287.03 286.360.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 286.56 286.50 286.36 286.30
286.300.011 1.095 0.073 0.015 Err:520 0.016 0.015 1.178 0.084 0.017 Err:520 291.36 288.57 291.16 288.370.027 1.372 0.113 0.023 Err:520 0.047 0.042 1.537 0.140 0.028 Err:520 288.57 288.46 288.37 288.26
288.260.008 1.010 0.062 0.012 Err:520 0.009 0.009 1.060 0.069 0.014 Err:520 284.77 280.06 284.57 279.860.007 0.995 0.061 0.012 Err:520 0.008 0.009 1.039 0.066 0.013 Err:520 280.06 278.07 279.86 277.870.007 0.996 0.061 0.012 Err:520 0.008 0.009 1.040 0.066 0.013 Err:520 278.07 272.86 277.87 272.660.008 1.020 0.064 0.013 Err:520 0.010 0.010 1.074 0.070 0.014 Err:520 272.86 268.98 272.66 268.780.010 1.066 0.069 0.014 Err:520 0.014 0.013 1.139 0.079 0.016 Err:520 268.98 267.03 268.78 266.830.009 1.056 0.068 0.014 Err:520 0.013 0.012 1.124 0.077 0.015 Err:520 267.03 265.99 266.83 265.790.009 1.034 0.065 0.013 Err:520 0.011 0.011 1.094 0.073 0.015 Err:520 265.99 260.42 265.79 260.220.012 1.117 0.076 0.015 Err:520 0.019 0.016 1.207 0.088 0.018 Err:520 260.42 258.65 260.22 258.45
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
RELACION DEL GASTO MINIMO RELACION DEL GASTO MÁXIMO COTA CLAVE (m) COTA BATEA (m)
Ø Relacion y/D TIRANTE (m) Ø Relacion y/D TIRANTE (m) Inicial Final Inicial FinalQo/Qll VELOCIDAD (m/s) Qmin/Qo Qo/Qll VELOCIDAD
(m/s)
258.100.011 1.089 0.072 0.014 Err:520 0.016 0.014 1.170 0.083 0.017 Err:520 280.83 279.10 280.63 278.900.008 1.028 0.065 0.013 Err:520 0.010 0.010 1.085 0.072 0.014 Err:520 279.10 275.55 278.90 275.350.009 1.062 0.069 0.014 Err:520 0.013 0.012 1.133 0.078 0.016 Err:520 275.55 273.01 275.35 272.810.009 1.038 0.066 0.013 Err:520 0.011 0.011 1.100 0.074 0.015 Err:520 273.01 269.33 272.81 269.130.009 1.058 0.068 0.014 Err:520 0.013 0.012 1.127 0.077 0.015 Err:520 269.33 266.56 269.13 266.360.008 1.007 0.062 0.012 Err:520 0.009 0.009 1.056 0.068 0.014 Err:520 266.56 262.76 266.36 262.560.007 0.991 0.060 0.012 Err:520 0.007 0.008 1.033 0.065 0.013 Err:520 262.76 259.21 262.56 259.01
259.01
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
1.101.301.10
0.44 1.541.101.641.781.371.351.331.961.501.711.861.681.501.101.101.101.101.101.101.103.031.57
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.39
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.501.311.692.001.671.441.371.291.131.311.451.591.782.061.421.881.751.451.451.69
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.21
0.50 1.711.101.101.471.651.101.241.441.101.101.101.101.101.101.10
0.37 1.471.101.36
0.50 1.651.101.51
0.14 1.24
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.101.101.101.101.101.101.101.101.931.101.101.101.101.101.132.29
0.21 1.64
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.10
0.25 1.351.690.800.800.801.330.800.801.101.101.29
0.50 1.931.101.101.35
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.101.10
0.50 2.001.281.101.181.101.201.101.10
0.40 1.501.50
0.38 1.481.301.001.001.001.101.271.831.101.30
0.40 1.501.10
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
0.50 1.96
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.10
0.50 2.001.101.35
0.40 1.501.101.351.101.181.101.102.000.800.800.800.800.800.800.800.80
0.35 1.45
CALCULO HIDRAULICO DE LA RED DE DRENAJE SANITARIO DE LA LOCALIDAD DE TONALÁ, MUNICIPIO DE AYUTLA DE LOS LIBRES, GUERRERO.
ALTURA DE CAIDA (m)
PROFUNDIDAD DE POZO (m)
1.101.101.101.101.101.101.101.31
