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calculo red alcantarillado 2.xls

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CALCULO DE LA RED DE ALCANTARILLADO (GENERAL) DATOS GENE longitud total 6633.24 ml longitud emisor_01 225.17 ml longitud emisor_02 454.92 ml longitud emisor final 216.17 ml NO IMPRIMIR Longitud total Emisores 896.26 ml Longitud Total Colector 5736.98 ml Longitud contribuyente Qunit. 5736.98 ml CONSIDERACIONES: Q en Colectores 7.793 lt/s Q en Emisores 0.334 lt/s Q unitario colectores= ### lt/s/ml Q unitario emisores= ### lt/s/ml n = 0.009 Vmim. = 0.6 m/s (evita sedimentacion) Vmáx. = 6 m/s (evita erosion) Orden DESCRIP. BUZON LONGITUDQ. entrada Q.Tramo Q salida COTA DE TERRENO PROFUNDIDAD COTA DE FONDO DESNIVEL (/) PENDIENTE Ø Asumido Tirante Area Perimetro VELOCIDAD CONDICIÓN PENDIENTE I J m (t/s) (t/s) (t/s) I J I J I J BUZONES m/m Pulgadas mm cm cm2 cm m/s V>Vmim. V<Vmáx. % 1 0.000 0.000 0.000 ### ### ### ### 3118.06 3115.82 2.24 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 2 0.000 0.000 0.000 ### ### ### ### 3115.82 3112.29 3.53 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 3 0.000 0.000 0.000 ### ### ### ### 3119.44 3117.00 2.44 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 4 0.000 0.000 0.000 ### ### ### ### 3117.00 3114.68 2.32 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 5 0.000 0.000 0.000 ### ### ### ### 3114.68 3111.69 2.99 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 6 0.000 0.000 0.000 ### ### ### ### 3117.21 3111.70 5.51 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 7 0.000 0.000 0.000 ### ### ### ### 3111.90 3109.70 2.19 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 8 0.000 0.000 0.000 ### ### ### ### 3109.70 3105.12 4.58 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 9 0.000 0.000 0.000 ### ### ### ### 3105.12 3098.71 6.41 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 10 0.000 0.201 0.201 ### ### ### ### 3113.51 3112.68 0.83 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 11 0.201 0.000 0.201 ### ### ### ### 3112.68 3112.04 0.64 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 12 B03 B04 28.32 0.201 0.000 0.201 ### ### ### ### 3112.04 3111.57 0.47 0.017 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.65 13 B04 B07 29.54 0.201 0.000 0.201 ### ### ### ### 3111.57 3111.11 0.47 0.016 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.57 14 B07 B12 42.49 0.201 0.000 0.201 ### ### ### ### 3111.11 3110.42 0.68 0.016 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 2 15 B12 B13 47.91 0.201 0.000 0.201 3113.1 ### ### ### 3110.42 3109.66 0.77 0.016 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.60 16 B13 B14 18.99 0.201 0.026 0.227 ### ### ### ### 3109.66 3109.37 0.29 0.015 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 2 17 B14 B20 73.28 0.227 0.100 0.327 ### ### ### ### 3109.37 3105.28 4.08 0.056 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 5.58 18 B20 B21 36.04 0.327 0.049 0.376 ### ### ### ### 3105.28 3103.19 2.09 0.058 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 5.82 19 B21 B22 76.78 0.376 0.104 0.480 ### ### ### ### 3103.19 3099.25 3.94 0.051 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 5.14 20 B22 B23 12.03 0.480 0.016 0.496 3100.6 ### ### ### 3099.25 3098.71 0.53 0.044 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 4.44 21 B23 B19 22.83 0.496 0.031 0.527 ### ### ### ### 3098.71 3098.48 0.23 0.010 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.00 22 B19 B24 45.57 0.527 0.062 0.589 3099.9 ### ### ### 3098.48 3098.03 0.46 0.010 200 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.00 23 B24 B28 27.07 0.589 0.037 0.626 3099.4 ### ### ### 3098.03 3097.76 0.27 0.010 200 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.00 24 B28 B50 32.10 0.626 0.044 0.670 3099.6 ### ### ### 3097.76 3097.42 0.34 0.011 200 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.06 25 B25 B26 43.28 0.000 0.059 0.059 ### ### ### ### 3103.10 3097.78 5.31 0.124 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 12.36 26 B26 B27 42.32 0.059 0.057 0.116 3100 ### ### ### 3097.78 3092.19 5.60 0.133 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 13.3 27 B27 B37 43.12 0.116 0.059 0.175 3093.6 ### ### ### 3092.19 3087.43 4.75 0.111 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 11.09 28 B30 B35 89.50 0.053 0.122 0.175 ### ### ### ### 3092.53 3088.14 4.39 0.049 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 4.91 29 0.000 0.000 0.000 ### ### ### ### 3111.90 3110.46 1.43 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 30 0.000 0.000 0.000 3111.9 ### ### ### 3110.46 3103.19 7.27 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 31 0.000 0.107 0.107 3104.6 ### ### ### 3103.49 3102.69 0.79 Err:502 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! Err:502 32 B25 B29 45.59 0.107 0.000 0.107 3104.1 ### ### ### 3102.69 3094.62 8.07 0.180 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 18.00 33 B29 B30 32.87 0.107 0.000 0.107 3096 ### ### ### 3094.62 3092.13 2.49 0.076 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 7.60 34 B30 B31 64.44 0.228 0.088 0.316 3093.5 ### ### ### 3092.13 3089.24 2.89 0.045 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 4.49 35 B31 B32 36.28 0.316 0.548 0.863 3090.6 ### ### ### 3089.24 3088.82 0.42 0.012 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.16 36 B32 B33 31.41 0.863 0.000 0.863 3090.6 ### ### ### 3088.82 3088.45 0.36 0.012 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.16 37 B33 B34 32.42 0.863 0.000 0.863 3090.1 ### ### ### 3088.45 3088.08 0.38 0.012 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.16 38 B34 B35 26.52 0.863 0.000 0.863 3089.5 ### ### ### 3088.08 3087.77 0.31 0.012 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.16 39 B35 B36 16.87 0.863 0.000 0.863 3089.6 ### ### ### 3087.77 3087.58 0.19 0.011 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.14 40 B36 B37 22.09 0.863 0.000 0.863 3089 ### ### ### 3087.58 3087.32 0.25 0.011 160 #VALUE! ### ### ### #VALUE! #VALUE! #VALUE! 1.14

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Page 1: calculo Red Alcantarillado 2.xls

CALCULO DE LA RED DE ALCANTARILLADO (GENERAL)DATOS GENElongitud total 6633.24 ml

longitud emisor_01 225.17 mllongitud emisor_02 454.92 ml

longitud emisor final 216.17 ml NO IMPRIMIRLongitud total Emisores 896.26 mlLongitud Total Colectores 5736.98 mlLongitud contribuyente Qunit. 5736.98 ml

CONSIDERACIONES: Q en Colectores 7.793 lt/sQ en Emisores 0.334 lt/sQ unitario colectores= 0.00135838 lt/s/ml Q unitario emisores= 0.00037266 lt/s/ml

n = 0.009Vmim. = 0.6 m/s (evita sedimentacion)Vmáx. = 6 m/s (evita erosion)

OrdenDESCRIP. BUZON LONGITUD Q. entrada Q.Tramo Q salida COTA DE TERRENO PROFUNDIDAD COTA DE FONDO DESNIVEL (/) PENDIENTE Ø Asumido Tirante Area Perimetro VELOCIDAD CONDICIÓN PENDIENTE

I J m (t/s) (t/s) (t/s) I J I J I J BUZONES m/m Pulgadas mm cm cm2 cm m/s V>Vmim. V<Vmáx. %

1 0.000 0.000 0.000 3119.06 3117.02 1.000 1.200 3118.06 3115.82 2.24 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5022 0.000 0.000 0.000 3117.02 3113.89 1.200 1.600 3115.82 3112.29 3.53 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5023 0.000 0.000 0.000 3120.64 3118.20 1.200 1.200 3119.44 3117.00 2.44 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5024 0.000 0.000 0.000 3118.20 3116.08 1.200 1.400 3117.00 3114.68 2.32 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5025 0.000 0.000 0.000 3116.08 3113.41 1.400 1.720 3114.68 3111.69 2.99 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5026 0.000 0.000 0.000 3118.21 3113.10 1.000 1.400 3117.21 3111.70 5.51 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5027 0.000 0.000 0.000 3112.90 3110.90 1.000 1.200 3111.90 3109.70 2.19 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5028 0.000 0.000 0.000 3110.90 3106.32 1.200 1.200 3109.70 3105.12 4.58 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:5029 0.000 0.000 0.000 3106.32 3099.91 1.200 1.200 3105.12 3098.71 6.41 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502

10 0.000 0.201 0.201 3114.61 3113.88 1.100 1.200 3113.51 3112.68 0.83 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50211 0.201 0.000 0.201 3113.88 3113.89 1.200 1.850 3112.68 3112.04 0.64 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50212 B03 B04 28.32 0.201 0.000 0.201 3113.89 3113.57 1.850 2.000 3112.04 3111.57 0.47 0.017 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6513 B04 B07 29.54 0.201 0.000 0.201 3113.57 3113.41 2.000 2.300 3111.57 3111.11 0.47 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.5714 B07 B12 42.49 0.201 0.000 0.201 3113.41 3113.10 2.300 2.680 3111.11 3110.42 0.68 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 215 B12 B13 47.91 0.201 0.000 0.201 3113.103 3112.41 2.680 2.750 3110.42 3109.66 0.77 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6016 B13 B14 18.99 0.201 0.026 0.227 3112.41 3111.69 2.750 2.320 3109.66 3109.37 0.29 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 217 B14 B20 73.28 0.227 0.100 0.327 3111.69 3106.68 2.320 1.400 3109.37 3105.28 4.08 0.056 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.5818 B20 B21 36.04 0.327 0.049 0.376 3106.68 3104.59 1.400 1.400 3105.28 3103.19 2.09 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.8219 B21 B22 76.78 0.376 0.104 0.480 3104.59 3100.65 1.400 1.400 3103.19 3099.25 3.94 0.051 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.1420 B22 B23 12.03 0.480 0.016 0.496 3100.645 3099.91 1.400 1.200 3099.25 3098.71 0.53 0.044 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.4421 B23 B19 22.83 0.496 0.031 0.527 3099.91 3099.88 1.200 1.400 3098.71 3098.48 0.23 0.010 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0022 B19 B24 45.57 0.527 0.062 0.589 3099.883 3099.43 1.400 1.400 3098.48 3098.03 0.46 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0023 B24 B28 27.07 0.589 0.037 0.626 3099.427 3099.59 1.400 1.830 3098.03 3097.76 0.27 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0024 B28 B50 32.10 0.626 0.044 0.670 3099.586 3098.82 1.830 1.400 3097.76 3097.42 0.34 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0625 B25 B26 43.28 0.000 0.059 0.059 3104.10 3100.03 1.000 2.250 3103.10 3097.78 5.31 0.124 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.3626 B26 B27 42.32 0.059 0.057 0.116 3100.034 3093.59 2.250 1.400 3097.78 3092.19 5.60 0.133 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.327 B27 B37 43.12 0.116 0.059 0.175 3093.588 3088.63 1.400 1.200 3092.19 3087.43 4.75 0.111 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 11.0928 B30 B35 89.50 0.053 0.122 0.175 3093.53 3089.64 1.000 1.500 3092.53 3088.14 4.39 0.049 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.9129 0.000 0.000 0.000 3112.90 3111.86 1.000 1.400 3111.90 3110.46 1.43 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50230 0.000 0.000 0.000 3111.861 3104.59 1.400 1.400 3110.46 3103.19 7.27 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50231 0.000 0.107 0.107 3104.587 3104.09 1.100 1.400 3103.49 3102.69 0.79 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50232 B25 B29 45.59 0.107 0.000 0.107 3104.094 3096.02 1.400 1.400 3102.69 3094.62 8.07 0.180 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 18.0033 B29 B30 32.87 0.107 0.000 0.107 3096.019 3093.53 1.400 1.400 3094.62 3092.13 2.49 0.076 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.6034 B30 B31 64.44 0.228 0.088 0.316 3093.527 3090.64 1.400 1.400 3092.13 3089.24 2.89 0.045 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.4935 B31 B32 36.28 0.316 0.548 0.863 3090.637 3090.62 1.400 1.800 3089.24 3088.82 0.42 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1636 B32 B33 31.41 0.863 0.000 0.863 3090.615 3090.06 1.800 1.610 3088.82 3088.45 0.36 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1637 B33 B34 32.42 0.863 0.000 0.863 3090.061 3089.50 1.610 1.420 3088.45 3088.08 0.38 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1638 B34 B35 26.52 0.863 0.000 0.863 3089.495 3089.64 1.420 1.870 3088.08 3087.77 0.31 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1639 B35 B36 16.87 0.863 0.000 0.863 3089.637 3089.00 1.870 1.430 3087.77 3087.58 0.19 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1440 B36 B37 22.09 0.863 0.000 0.863 3089.005 3088.63 1.430 1.310 3087.58 3087.32 0.25 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.14

Page 2: calculo Red Alcantarillado 2.xls

OrdenDESCRIP. BUZON LONGITUD Q. entrada Q.Tramo Q salida COTA DE TERRENO PROFUNDIDAD COTA DE FONDO DESNIVEL (/) PENDIENTE Ø Asumido Tirante Area Perimetro VELOCIDAD CONDICIÓN PENDIENTE

I J m (t/s) (t/s) (t/s) I J I J I J BUZONES m/m Pulgadas mm cm cm2 cm m/s V>Vmim. V<Vmáx. %

41 B37 B38 21.22 0.863 0.057 0.920 3088.633 3089.01 1.310 1.910 3087.32 3087.10 0.23 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0742 B38 B39 18.99 0.920 0.000 0.920 3089.007 3088.55 1.910 1.680 3087.10 3086.87 0.23 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2143 B39 B40 29.47 0.920 0.000 0.920 3088.547 3088.29 1.680 1.750 3086.87 3086.54 0.33 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1244 B40 B41 39.29 0.963 0.000 0.963 3088.288 3087.77 1.750 1.650 3086.54 3086.12 0.41 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0545 B41 B42 41.69 0.963 0.000 0.963 3087.775 3086.99 1.650 1.350 3086.12 3085.64 0.48 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1646 B42 B43 46.35 0.991 0.063 1.054 3086.992 3086.49 1.350 1.300 3085.64 3085.19 0.46 0.010 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9847 B43 B44 23.01 1.054 0.031 1.085 3086.487 3086.24 1.300 1.300 3085.19 3084.94 0.25 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0948 B44 B45 17.93 1.085 0.024 1.109 3086.236 3086.04 1.300 1.300 3084.94 3084.74 0.20 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0949 B45 B56 47.84 1.109 0.065 1.174 3086.041 3087.19 1.300 3.000 3084.74 3084.19 0.55 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1550 0.000 0.055 0.055 3115.00 3112.94 1.400 1.400 3113.60 3111.54 2.06 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50251 0.055 0.000 0.055 3112.94 3110.56 1.400 1.400 3111.54 3109.15 2.38 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50252 B48 B49 40.54 0.055 0.000 0.055 3110.56 3104.67 1.400 1.400 3109.15 3103.27 5.89 0.147 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.6853 B49 B50 40.54 0.055 0.055 0.110 3104.67 3098.82 1.400 1.400 3103.27 3097.42 5.85 0.146 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.5954 B50 B51 40.64 0.780 0.055 0.835 3098.82 3095.05 1.400 1.400 3097.42 3093.65 3.76 0.093 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.3055 B51 B52 40.63 0.835 0.055 0.890 3095.05 3091.64 1.400 1.400 3093.65 3090.24 3.41 0.084 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.4356 B52 B53 39.96 0.890 0.054 0.944 3091.64 3090.12 1.400 1.200 3090.24 3088.92 1.32 0.033 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 357 B53 B54 39.97 0.944 0.054 0.999 3090.12 3088.50 1.200 1.200 3088.92 3087.30 1.62 0.041 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.0658 B54 B55 41.23 1.113 0.056 1.169 3088.50 3087.97 1.200 1.200 3087.30 3086.77 0.53 0.013 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2959 B55 B56 41.22 1.169 0.056 1.225 3087.97 3087.17 1.200 1.200 3086.77 3085.97 0.80 0.019 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.9360 B56 B57 58.60 2.515 0.080 2.594 3087.17 3086.59 3.000 3.000 3084.17 3083.59 0.58 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9961 B57 B58 58.60 2.594 0.080 2.674 3086.59 3086.53 3.000 3.500 3083.59 3083.03 0.56 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9662 B58 B59 54.02 2.792 0.073 2.866 3086.53 3086.52 3.500 4.050 3083.03 3082.47 0.56 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.063 B59 B61 54.02 2.866 0.073 2.939 3086.52 3085.88 4.050 3.950 3082.47 3081.93 0.54 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0064 B61 B62 71.46 3.117 0.097 3.214 3085.88 3082.60 3.950 1.400 3081.93 3081.20 0.73 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0365 B62 B63 58.99 3.214 0.080 3.294 3082.60 3078.08 1.400 1.400 3081.20 3076.68 4.52 0.077 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.6866 0.000 0.000 0.000 3115.00 3108.60 1.400 1.400 3113.60 3107.20 6.40 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50267 0.000 0.000 0.000 3108.598 3104.21 1.400 1.400 3107.20 3102.81 4.39 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50268 0.000 0.054 0.054 3104.209 3102.22 1.400 1.200 3102.81 3101.02 1.79 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50269 B67 B68 39.53 0.164 0.000 0.164 3102.216 3097.27 1.200 1.200 3101.02 3096.07 4.94 0.126 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.6070 B68 B69 39.52 0.164 0.054 0.217 3097.274 3094.58 1.200 1.400 3096.07 3093.18 2.90 0.073 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.3571 B69 B70 39.11 0.327 0.053 0.380 3094.578 3092.41 1.400 1.200 3093.18 3091.21 1.97 0.050 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.072 B70 B71 41.89 0.380 0.057 0.437 3092.408 3091.17 1.200 1.700 3091.21 3089.47 1.73 0.041 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.1473 B71 B72 40.68 0.548 0.055 0.604 3091.174 3090.44 1.700 1.550 3089.47 3088.89 0.58 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.474 B72 B73 40.67 0.604 0.055 0.659 3090.44 3089.93 1.550 1.600 3088.89 3088.33 0.56 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.3875 B73 B74 40.31 0.659 0.055 0.714 3089.929 3089.32 1.600 1.650 3088.33 3087.67 0.66 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6376 B74 B75 40.31 0.714 0.055 0.768 3089.321 3088.92 1.650 1.750 3087.67 3087.17 0.50 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2477 B75 B76 71.67 0.768 0.097 0.866 3088.923 3088.53 1.750 2.250 3087.17 3086.28 0.89 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2478 B76 B77 46.42 0.866 0.063 0.929 3088.533 3088.74 2.250 2.950 3086.28 3085.79 0.49 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0679 B77 B78 48.75 1.040 0.066 1.106 3088.739 3088.76 2.950 3.450 3085.79 3085.31 0.47 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9780 B78 B79 48.61 1.106 0.066 1.172 3088.764 3088.24 3.450 3.450 3085.31 3084.79 0.53 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0981 B79 B80 63.32 1.227 0.086 1.313 3088.236 3087.72 3.450 3.550 3084.79 3084.17 0.62 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9782 B80 B81 63.85 1.313 0.087 1.400 3087.721 3087.29 3.550 3.750 3084.17 3083.54 0.63 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.9883 0.000 0.000 0.000 3108.986 3101.54 1.400 1.400 3107.59 3100.14 7.44 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50284 0.000 0.000 0.000 3101.542 3096.74 1.400 1.300 3100.14 3095.44 4.70 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:50285 B86 B87 39.71 0.108 0.054 0.161 3096.739 3092.77 1.300 1.200 3095.44 3091.57 3.87 0.098 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.8086 B87 B88 39.72 0.161 0.054 0.215 3092.767 3089.37 1.200 1.450 3091.57 3087.92 3.65 0.09 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 987 B88 B89 40.29 0.323 0.055 0.377 3089.367 3088.56 1.450 1.400 3087.92 3087.16 0.76 0.019 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.8988 B89 B90 40.29 0.377 0.055 0.432 3088.556 3088.13 1.400 1.700 3087.16 3086.43 0.73 0.018 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.8189 B90 B91 39.44 0.540 0.054 0.593 3088.128 3087.67 1.700 1.850 3086.43 3085.82 0.61 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.5490 B91 B92 39.44 0.593 0.054 0.647 3087.67 3087.40 1.850 2.150 3085.82 3085.25 0.57 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.4591 B96 B95 59.03 0.000 0.266 0.266 3092.734 3091.42 1.050 1.700 3091.68 3089.72 1.97 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3392 B95 B94 58.63 0.266 0.000 0.266 3091.42 3089.40 1.700 1.600 3089.72 3087.80 1.91 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.393 B94 B93 38.94 0.266 0.000 0.266 3089.40 3088.36 1.600 1.850 3087.80 3086.51 1.30 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3494 B93 B92 38.94 0.266 0.000 0.266 3088.36 3087.40 1.850 2.150 3086.51 3085.25 1.26 0.032 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.2395 B96 B97 87.48 0.000 0.290 0.290 3092.734 3090.13 1.050 1.300 3091.68 3088.83 2.85 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.2696 B97 B98 63.10 0.345 0.000 0.345 3090.131 3087.77 1.300 1.400 3088.83 3086.37 2.46 0.039 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.9097 B98 B99 63.10 0.345 0.000 0.345 3087.775 3083.95 1.400 1.300 3086.37 3082.65 3.72 0.059 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.91

Page 3: calculo Red Alcantarillado 2.xls

OrdenDESCRIP. BUZON LONGITUD Q. entrada Q.Tramo Q salida COTA DE TERRENO PROFUNDIDAD COTA DE FONDO DESNIVEL (/) PENDIENTE Ø Asumido Tirante Area Perimetro VELOCIDAD CONDICIÓN PENDIENTE

I J m (t/s) (t/s) (t/s) I J I J I J BUZONES m/m Pulgadas mm cm cm2 cm m/s V>Vmim. V<Vmáx. %

98 B99 A29 35.81 0.345 0.049 0.393 3083.951 3071.56 1.300 1.200 3082.65 3070.36 12.29 0.366 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 36.5699 0.000 0.000 0.000 3099.506 3096.40 1.100 1.800 3098.41 3094.60 3.81 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502

100 0.000 0.000 0.000 3096.4 3088.98 1.800 1.700 3094.60 3087.28 7.32 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502101 0.000 0.000 0.000 3099.863 3096.40 1.100 1.800 3098.76 3094.60 4.17 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502102 0.000 0.000 0.000 3102.319 3099.86 1.200 1.400 3101.12 3098.46 2.66 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502103 0.000 0.000 0.000 3099.86 3093.99 1.400 1.200 3098.46 3092.79 5.67 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502104 0.000 0.000 0.000 3093.99 3091.13 1.200 1.200 3092.79 3089.93 2.86 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502105 A08 A09 34.46 0.112 0.047 0.158 3091.13 3086.36 1.200 1.800 3089.93 3084.56 5.37 0.158 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.77106 B48 B67 80.86 0.000 0.110 0.110 3110.555 3102.23 1.200 1.200 3109.36 3101.03 8.32 0.103 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.35107 B67 B86 79.14 0.000 0.108 0.108 3102.23 3096.74 1.100 1.300 3101.13 3095.44 5.69 0.072 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.21108 B86 A08 82.18 0.000 0.112 0.112 3096.74 3091.13 1.100 1.200 3095.64 3089.93 5.71 0.070 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 6.97109 A08 A17 58.47 0.000 0.079 0.079 3091.13 3088.00 1.100 1.400 3090.03 3086.60 3.42 0.059 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.86110 A01 A09 81.46 0.030 0.111 0.140 3088.839 3086.36 1.000 1.800 3087.84 3084.56 3.28 0.040 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.03111 B50 B69 81.09 0.000 0.110 0.110 3098.817 3094.56 1.000 1.400 3097.82 3093.16 4.66 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.76112 B69 B88 78.91 0.000 0.107 0.107 3094.56 3089.35 1.000 1.450 3093.56 3087.90 5.66 0.072 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.19113 B88 A01 13.41 0.000 0.018 0.018 3089.35 3088.82 1.000 1.400 3088.35 3087.42 0.93 0.069 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 6.94114 A01 A10 71.84 0.000 0.098 0.098 3088.82 3082.05 1.400 1.400 3087.42 3080.65 6.77 0.095 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.47115 B52 B40 31.78 0.000 0.043 0.043 3091.66 3088.29 1.000 1.750 3090.66 3086.54 4.12 0.131 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.08116 B52 B71 81.73 0.000 0.111 0.111 3091.66 3091.17 1.000 1.700 3090.66 3089.47 1.19 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.45117 B71 B90 79.11 0.000 0.107 0.107 3091.17 3088.13 1.000 1.700 3090.17 3086.43 3.74 0.047 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.74118 B90 A11 76.77 0.000 0.104 0.104 3088.13 3079.90 1.400 1.400 3086.73 3078.50 8.23 0.108 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.78119 B73 B54 84.46 0.000 0.115 0.115 3089.93 3088.52 1.000 1.200 3088.93 3087.32 1.61 0.019 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.90120 B54 B42 20.26 0.000 0.028 0.028 3088.52 3086.99 1.000 1.350 3087.52 3085.64 1.88 0.093 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.30121 B73 B92 76.69 0.000 0.104 0.104 3089.93 3087.40 1.000 2.150 3088.93 3085.25 3.68 0.048 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.80122 B92 A02 41.08 1.016 0.056 1.072 3087.40 3085.27 2.150 1.200 3085.25 3084.07 1.18 0.029 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.88123 A02 A13 41.08 1.072 0.056 1.128 3085.27 3078.86 1.200 1.200 3084.07 3077.66 6.41 0.158 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.79124 B75 B56 84.57 0.000 0.115 0.115 3088.92 3087.19 1.000 2.000 3087.92 3085.19 2.73 0.032 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.23125 B94 A03 33.46 0.000 0.045 0.045 3089.41 3085.82 1.000 1.600 3088.41 3084.22 4.18 0.126 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.60126 A03 A14 33.46 0.045 0.045 0.091 3085.82 3078.60 1.600 1.700 3084.22 3076.90 7.32 0.224 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 22.42127 B96 B77 81.79 0.000 0.111 0.111 3092.14 3088.74 1.050 2.100 3091.09 3086.64 4.45 0.054 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.45128 B77 B58 87.23 0.000 0.118 0.118 3088.74 3086.55 1.000 2.500 3087.74 3084.05 3.69 0.042 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.23129 B96 A04 51.90 0.000 0.070 0.070 3092.14 3084.96 1.050 1.200 3091.09 3083.76 7.33 0.143 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.26130 A04 A16 26.71 0.070 0.036 0.107 3084.96 3077.40 1.200 1.750 3083.76 3075.65 8.11 0.319 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 31.85131 B60 B61 44.43 0.000 0.060 0.060 3087.46 3085.90 1.000 2.000 3086.46 3083.90 2.56 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.78132 B83 B79 40.23 0.000 0.055 0.055 3091.60 3088.23 1.000 2.000 3090.60 3086.23 4.36 0.109 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.91133 B79 B61 86.23 0.000 0.117 0.117 3088.23 3085.90 1.000 2.000 3087.23 3083.90 3.34 0.039 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.87134 B83 B97 40.01 0.000 0.054 0.054 3091.60 3090.13 1.000 1.300 3090.60 3088.83 1.77 0.044 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.42135 0.000 0.034 0.034 3095.21 3091.90 1.000 1.200 3094.21 3090.70 3.51 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502136 0.023 0.000 0.023 3091.90 3088.98 1.200 1.700 3090.70 3087.28 3.42 Err:502 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Err:502137 A18 A17 25.31 0.023 0.000 0.023 3088.98 3088.00 1.700 1.400 3087.28 3086.60 0.67 0.027 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.66138 A17 A09 65.49 0.102 0.089 0.191 3088.00 3086.36 1.400 1.800 3086.60 3084.56 2.05 0.031 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.13139 A09 A10 47.30 0.490 0.064 0.554 3086.36 3082.07 1.800 1.400 3084.56 3080.67 3.89 0.083 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.26140 A10 A11 79.57 0.652 0.108 0.760 3082.07 3079.90 1.400 1.400 3080.67 3078.50 2.17 0.027 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.72141 A11 A12 53.82 0.864 0.073 0.937 3079.90 3079.20 1.400 1.250 3078.50 3077.95 0.55 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.03142 A12 A13 30.11 0.937 0.041 0.978 3079.20 3078.86 1.250 1.200 3077.95 3077.66 0.29 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.95143 A13 A14 79.12 2.106 0.107 2.214 3078.86 3078.60 1.200 1.700 3077.66 3076.90 0.76 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.96144 A14 A15 61.09 2.305 0.083 2.388 3078.60 3077.90 1.700 1.650 3076.90 3076.25 0.65 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.06145 A15 A16 61.09 2.388 0.083 2.471 3077.90 3077.40 1.650 1.750 3076.25 3075.65 0.60 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.99146 B81 B82 52.65 1.400 0.072 1.471 3087.29 3080.38 3.750 1.400 3083.54 3078.98 4.56 0.087 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.70147 B82 B63 42.20 1.471 0.057 1.528 3080.379 3078.10 1.400 1.400 3078.98 3076.70 2.28 0.054 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.41148 B63 A35 40.99 4.822 0.015 4.838 3078.10 3077.20 1.400 1.400 3076.70 3075.80 0.90 0.022 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.20149 A35 A36 41.45 4.838 0.015 4.853 3077.20 3076.10 1.400 1.400 3075.80 3074.70 1.10 0.027 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.65150 A36 A37 46.09 4.853 0.017 4.870 3076.10 3075.10 1.400 1.400 3074.70 3073.70 1.00 0.022 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.17151 A37 A38 47.23 4.870 0.018 4.888 3075.10 3072.50 1.400 1.400 3073.70 3071.10 2.60 0.055 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.51152 A38 A39 49.41 4.888 0.018 4.906 3072.50 3065.90 1.400 1.400 3071.10 3064.50 6.60 0.135 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.48153 A16 A24 37.65 2.577 0.014 2.592 3077.40 3076.88 1.750 1.600 3075.65 3075.28 0.37 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 0.99154 A24 A25 40.00 2.592 0.015 2.606 3076.88 3076.25 1.600 1.380 3075.28 3074.87 0.41 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.02

Page 4: calculo Red Alcantarillado 2.xls

OrdenDESCRIP. BUZON LONGITUD Q. entrada Q.Tramo Q salida COTA DE TERRENO PROFUNDIDAD COTA DE FONDO DESNIVEL (/) PENDIENTE Ø Asumido Tirante Area Perimetro VELOCIDAD CONDICIÓN PENDIENTE

I J m (t/s) (t/s) (t/s) I J I J I J BUZONES m/m Pulgadas mm cm cm2 cm m/s V>Vmim. V<Vmáx. %

155 A25 A26 24.60 2.606 0.009 2.616 3076.25 3075.95 1.380 1.350 3074.87 3074.60 0.27 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.10156 A26 A27 40.13 2.616 0.015 2.631 3075.95 3074.40 1.350 1.200 3074.60 3073.20 1.40 0.035 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.49157 A27 A28 43.47 2.631 0.016 2.647 3074.40 3073.90 1.200 1.200 3073.20 3072.70 0.50 0.012 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.15158 A28 A29 65.18 2.647 0.024 2.671 3073.90 3071.56 1.200 1.200 3072.70 3070.36 2.34 0.036 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.60159 A29 A30 30.11 3.064 0.011 3.075 3071.56 3070.50 1.200 1.200 3070.36 3069.30 1.06 0.035 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.51160 A30 A31 34.20 3.075 0.013 3.088 3070.50 3069.00 1.200 1.200 3069.30 3067.80 1.50 0.044 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.39161 A31 A32 35.32 3.088 0.013 3.101 3069.00 3068.20 1.200 1.200 3067.80 3067.00 0.80 0.023 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.27162 A32 A33 26.63 3.101 0.010 3.111 3068.20 3067.50 1.200 1.200 3067.00 3066.30 0.70 0.026 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.63163 A33 A34 43.56 3.111 0.016 3.128 3067.50 3066.60 1.200 1.200 3066.30 3065.40 0.90 0.021 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.07164 A34 A39 34.07 3.128 0.013 3.140 3066.60 3065.90 1.200 1.400 3065.40 3064.50 0.90 0.026 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.64165 A39 A40 26.55 8.046 0.010 8.056 3065.90 3059.50 1.400 1.400 3064.50 3058.10 6.40 0.248 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 24.84166 A40 A41 46.48 8.056 0.017 8.074 3059.50 3049.87 1.400 1.400 3058.10 3048.47 9.63 0.212 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 21.19167 A41 A42 46.48 8.074 0.017 8.091 3049.87 3045.00 1.400 1.400 3048.47 3043.60 4.87 0.105 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.53168 A42 A43 36.34 8.091 0.014 8.105 3045.00 3039.36 1.400 1.400 3043.60 3037.96 5.64 0.157 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.72169 A43 A44 36.34 8.105 0.014 8.118 3039.36 3031.10 1.400 1.400 3037.96 3029.70 8.26 0.233 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 23.33170 A44 A45 23.98 8.118 0.009 8.127 3031.10 3028.00 1.400 1.400 3029.70 3026.60 3.10 0.130 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.04

Page 5: calculo Red Alcantarillado 2.xls

CALCULO DE LA RED DE ALCANTARILLADO (A PROYECTARSE)

DATOS GENERALES: CONSIDERACIONES:Longitud Total de red = 6633.240 ml n = 0.09Longitud Total Colectores = 5736.980 ml Vmim. = 0.60 m/sLongitud Total Emisores = 896.260 ml Vmáx. = 5.00 m/sQ en Colectores = 7.811 lt/s Vmáx. = 5Q en Emisores = 0.354 lt/s Vmim. = 0.60

Vmim. = 0.30Vmim. = 0.45

OrdenDESCRIP. BUZON LONGITUD TIPO MATERIAL (%) Q arriba Q. Tramo Q abajo COTA DE TERRENO PROFUNDIDAD COTA DE FONDO

I J m MC RS RF (t/s) (t/s) (t/s) I J I J I J

12 B03 B04 28.32 90 5 5 0.201 0.000 0.201 3113.89 3113.57 1.850 2.000 3112.04 3111.5713 B04 B07 29.54 90 5 5 0.201 0.000 0.201 3113.57 3113.41 2.000 2.300 3111.57 3111.1114 B07 B12 42.49 90 5 5 0.201 0.000 0.201 3113.41 3113.10 2.300 2.680 3111.11 3110.4215 B12 B13 47.91 90 5 5 0.201 0.000 0.201 3113.10 3112.41 2.680 2.750 3110.42 3109.6616 B13 B14 18.99 90 5 5 0.201 0.026 0.227 3112.41 3111.69 2.750 2.320 3109.66 3109.3717 B14 B20 73.28 90 5 5 0.227 0.100 0.327 3111.69 3106.68 2.320 1.400 3109.37 3105.2818 B20 B21 36.04 90 5 5 0.327 0.049 0.376 3106.68 3104.59 1.400 1.400 3105.28 3103.1919 B21 B22 76.78 90 5 5 0.376 0.104 0.480 3104.59 3100.65 1.400 1.400 3103.19 3099.2520 B22 B23 12.03 90 5 5 0.480 0.016 0.496 3100.65 3099.91 1.400 1.200 3099.25 3098.7121 B23 B19 22.83 85 10 5 0.496 0.031 0.527 3099.91 3099.88 1.200 1.400 3098.71 3098.4822 B19 B24 45.57 85 10 5 0.527 0.062 0.589 3099.88 3099.43 1.400 1.400 3098.48 3098.0323 B24 B28 27.07 85 10 5 0.589 0.037 0.626 3099.43 3099.59 1.400 1.830 3098.03 3097.7624 B28 B50 32.10 85 10 5 0.626 0.044 0.670 3099.59 3098.82 1.830 1.400 3097.76 3097.4225 B25 B26 43.28 90 5 5 0.000 0.059 0.059 3104.10 3100.03 1.000 2.250 3103.10 3097.7826 B26 B27 42.32 90 5 5 0.059 0.057 0.116 3100.03 3093.59 2.250 1.400 3097.78 3092.1927 B27 B37 43.12 90 5 5 0.116 0.059 0.175 3093.59 3088.63 1.400 1.200 3092.19 3087.4328 B30 B35 89.50 90 5 5 0.053 0.122 0.175 3093.53 3089.64 1.000 1.500 3092.53 3088.1432 B25 B29 45.59 90 5 5 0.107 0.000 0.107 3104.09 3096.02 1.400 1.400 3102.69 3094.6233 B29 B30 32.87 90 5 5 0.107 0.000 0.107 3096.02 3093.53 1.400 1.400 3094.62 3092.1334 B30 B31 64.44 90 5 5 0.228 0.088 0.316 3093.53 3090.64 1.400 1.400 3092.13 3089.2435 B31 B32 36.28 90 5 5 0.316 0.548 0.863 3090.64 3090.62 1.400 1.800 3089.24 3088.8236 B32 B33 31.41 90 5 5 0.863 0.000 0.863 3090.62 3090.06 1.800 1.610 3088.82 3088.4537 B33 B34 32.42 90 5 5 0.863 0.000 0.863 3090.06 3089.50 1.610 1.420 3088.45 3088.0838 B34 B35 26.52 90 5 5 0.863 0.000 0.863 3089.50 3089.64 1.420 1.870 3088.08 3087.7739 B35 B36 16.87 90 5 5 0.863 0.000 0.863 3089.64 3089.00 1.870 1.430 3087.77 3087.5840 B36 B37 22.09 90 5 5 0.863 0.000 0.863 3089.00 3088.63 1.430 1.310 3087.58 3087.32

tubo polietileno 41 B37 B38 21.22 85 10 5 0.863 0.057 0.920 3088.63 3089.01 1.310 1.910 3087.32 3087.1042 B38 B39 18.99 85 10 5 0.920 0.000 0.920 3089.01 3088.55 1.910 1.680 3087.10 3086.8743 B39 B40 29.47 85 10 5 0.920 0.000 0.920 3088.55 3088.29 1.680 1.750 3086.87 3086.5444 B40 B41 39.29 85 10 5 0.963 0.000 0.963 3088.29 3087.77 1.750 1.650 3086.54 3086.1245 B41 B42 41.69 85 10 5 0.963 0.000 0.963 3087.77 3086.99 1.650 1.350 3086.12 3085.6446 B42 B43 46.35 85 10 5 0.991 0.063 1.054 3086.99 3086.49 1.350 1.300 3085.64 3085.1947 B43 B44 23.01 85 10 5 1.054 0.031 1.085 3086.49 3086.24 1.300 1.300 3085.19 3084.9448 B44 B45 17.93 85 10 5 1.085 0.024 1.109 3086.24 3086.04 1.300 1.300 3084.94 3084.7449 B45 B56 47.84 85 10 5 1.109 0.065 1.174 3086.04 3087.19 1.300 3.000 3084.74 3084.1952 B48 B49 40.54 85 10 5 0.055 0.000 0.055 3110.56 3104.67 1.400 1.400 3109.15 3103.2753 B49 B50 40.54 85 10 5 0.055 0.055 0.110 3104.67 3098.82 1.400 1.400 3103.27 3097.4254 B50 B51 40.64 85 10 5 0.780 0.055 0.835 3098.82 3095.05 1.400 1.400 3097.42 3093.6555 B51 B52 40.63 85 10 5 0.835 0.055 0.890 3095.05 3091.64 1.400 1.400 3093.65 3090.2456 B52 B53 39.96 85 10 5 0.890 0.054 0.944 3091.64 3090.12 1.400 1.200 3090.24 3088.9257 B53 B54 39.97 85 10 5 0.944 0.054 0.999 3090.12 3088.50 1.200 1.200 3088.92 3087.3058 B54 B55 41.23 85 10 5 1.113 0.056 1.169 3088.50 3087.97 1.200 1.200 3087.30 3086.7759 B55 B56 41.22 85 10 5 1.169 0.056 1.225 3087.97 3087.17 1.200 1.200 3086.77 3085.9760 B56 B57 58.60 85 10 5 2.515 0.080 2.594 3087.17 3086.59 3.000 3.000 3084.17 3083.5961 B57 B58 58.60 90 5 5 2.594 0.080 2.674 3086.59 3086.53 3.000 3.500 3083.59 3083.0362 B58 B59 54.02 90 5 5 2.792 0.073 2.866 3086.53 3086.52 3.500 4.050 3083.03 3082.4763 B59 B61 54.02 90 5 5 2.866 0.073 2.939 3086.52 3085.88 4.050 3.950 3082.47 3081.9364 B61 B62 71.46 90 5 5 3.117 0.097 3.214 3085.88 3082.60 3.950 1.400 3081.93 3081.2065 B62 B63 58.99 90 5 5 3.214 0.080 3.294 3082.60 3078.08 1.400 1.400 3081.20 3076.6869 B67 B68 39.53 85 10 5 0.164 0.000 0.164 3102.22 3097.27 1.200 1.200 3101.02 3096.0770 B68 B69 39.52 85 10 5 0.164 0.054 0.217 3097.27 3094.58 1.200 1.400 3096.07 3093.1871 B69 B70 39.11 85 10 5 0.327 0.053 0.380 3094.58 3092.41 1.400 1.200 3093.18 3091.2172 B70 B71 41.89 85 10 5 0.380 0.057 0.437 3092.41 3091.17 1.200 1.700 3091.21 3089.4773 B71 B72 40.68 85 10 5 0.548 0.055 0.604 3091.17 3090.44 1.700 1.550 3089.47 3088.89

Page 6: calculo Red Alcantarillado 2.xls

OrdenDESCRIP. BUZON LONGITUD TIPO MATERIAL (%) Q arriba Q. Tramo Q abajo COTA DE TERRENO PROFUNDIDAD COTA DE FONDO

I J m MC RS RF (t/s) (t/s) (t/s) I J I J I J

74 B72 B73 40.67 85 10 5 0.604 0.055 0.659 3090.44 3089.93 1.550 1.600 3088.89 3088.3375 B73 B74 40.31 85 10 5 0.659 0.055 0.714 3089.93 3089.32 1.600 1.650 3088.33 3087.6776 B74 B75 40.31 85 10 5 0.714 0.055 0.768 3089.32 3088.92 1.650 1.750 3087.67 3087.1777 B75 B76 71.67 85 10 5 0.768 0.097 0.866 3088.92 3088.53 1.750 2.250 3087.17 3086.2878 B76 B77 46.42 90 5 5 0.866 0.063 0.929 3088.53 3088.74 2.250 2.950 3086.28 3085.7979 B77 B78 48.75 90 5 5 1.040 0.066 1.106 3088.74 3088.76 2.950 3.450 3085.79 3085.3180 B78 B79 48.61 90 5 5 1.106 0.066 1.172 3088.76 3088.24 3.450 3.450 3085.31 3084.7981 B79 B80 63.32 90 5 5 1.227 0.086 1.313 3088.24 3087.72 3.450 3.550 3084.79 3084.1782 B80 B81 63.85 90 5 5 1.313 0.087 1.400 3087.72 3087.29 3.550 3.750 3084.17 3083.5485 B86 B87 39.71 90 5 5 0.108 0.054 0.161 3096.74 3092.77 1.300 1.200 3095.44 3091.5786 B87 B88 39.72 90 5 5 0.161 0.054 0.215 3092.77 3089.37 1.200 1.450 3091.57 3087.9287 B88 B89 40.29 90 5 5 0.323 0.055 0.377 3089.37 3088.56 1.450 1.400 3087.92 3087.1688 B89 B90 40.29 90 5 5 0.377 0.055 0.432 3088.56 3088.13 1.400 1.700 3087.16 3086.4389 B90 B91 39.44 90 5 5 0.540 0.054 0.593 3088.13 3087.67 1.700 1.850 3086.43 3085.8290 B91 B92 39.44 90 5 5 0.593 0.054 0.647 3087.67 3087.40 1.850 2.150 3085.82 3085.2591 B96 B95 59.03 90 5 5 0.000 0.266 0.266 3092.73 3091.42 1.050 1.700 3091.68 3089.7292 B95 B94 58.63 90 5 5 0.266 0.000 0.266 3091.42 3089.40 1.700 1.600 3089.72 3087.8093 B94 B93 38.94 90 5 5 0.266 0.000 0.266 3089.40 3088.36 1.600 1.850 3087.80 3086.5194 B93 B92 38.94 90 5 5 0.266 0.000 0.266 3088.36 3087.40 1.850 2.150 3086.51 3085.2595 B96 B97 87.48 90 5 5 0.000 0.290 0.290 3092.73 3090.13 1.050 1.300 3091.68 3088.8396 B97 B98 63.10 90 5 5 0.345 0.000 0.345 3090.13 3087.77 1.300 1.400 3088.83 3086.3797 B98 B99 63.10 90 5 5 0.345 0.000 0.345 3087.77 3083.95 1.400 1.300 3086.37 3082.6598 B99 A29 35.81 90 5 5 0.345 0.049 0.393 3083.95 3071.56 1.300 1.200 3082.65 3070.36105 A08 A09 34.46 90 5 5 0.112 0.047 0.158 3091.13 3086.36 1.200 1.800 3089.93 3084.56106 B48 B67 80.86 85 10 5 0.000 0.110 0.110 3110.56 3102.23 1.200 1.200 3109.36 3101.03107 B67 B86 79.14 90 5 5 0.000 0.108 0.108 3102.23 3096.74 1.100 1.300 3101.13 3095.44108 B86 A08 82.18 90 5 5 0.000 0.112 0.112 3096.74 3091.13 1.100 1.200 3095.64 3089.93109 A08 A17 58.47 90 5 5 0.000 0.079 0.079 3091.13 3088.00 1.100 1.400 3090.03 3086.60110 A01 A09 81.46 85 10 5 0.030 0.111 0.140 3088.84 3086.36 1.000 1.800 3087.84 3084.56111 B50 B69 81.09 85 10 5 0.000 0.110 0.110 3098.82 3094.56 1.000 1.400 3097.82 3093.16112 B69 B88 78.91 90 5 5 0.000 0.107 0.107 3094.56 3089.35 1.000 1.450 3093.56 3087.90113 B88 A01 13.41 90 5 5 0.000 0.018 0.018 3089.35 3088.82 1.000 1.400 3088.35 3087.42114 A01 A10 71.84 85 10 5 0.000 0.098 0.098 3088.82 3082.05 1.400 1.400 3087.42 3080.65115 B52 B40 31.78 85 10 5 0.000 0.043 0.043 3091.66 3088.29 1.000 1.750 3090.66 3086.54116 B52 B71 81.73 90 5 5 0.000 0.111 0.111 3091.66 3091.17 1.000 1.700 3090.66 3089.47117 B71 B90 79.11 90 5 5 0.000 0.107 0.107 3091.17 3088.13 1.000 1.700 3090.17 3086.43118 B90 A11 76.77 85 10 5 0.000 0.104 0.104 3088.13 3079.90 1.400 1.400 3086.73 3078.50119 B73 B54 84.46 85 10 5 0.000 0.115 0.115 3089.93 3088.52 1.000 1.200 3088.93 3087.32120 B54 B42 20.26 90 5 5 0.000 0.028 0.028 3088.52 3086.99 1.000 1.350 3087.52 3085.64121 B73 B92 76.69 90 5 5 0.000 0.104 0.104 3089.93 3087.40 1.000 2.150 3088.93 3085.25122 B92 A02 41.08 90 5 5 1.016 0.056 1.072 3087.40 3085.27 2.150 1.200 3085.25 3084.07123 A02 A13 41.08 85 10 5 1.072 0.056 1.128 3085.27 3078.86 1.200 1.200 3084.07 3077.66124 B75 B56 84.57 90 5 5 0.000 0.115 0.115 3088.92 3087.19 1.000 2.000 3087.92 3085.19125 B94 A03 33.46 90 5 5 0.000 0.045 0.045 3089.41 3085.82 1.000 1.600 3088.41 3084.22126 A03 A14 33.46 90 5 5 0.045 0.045 0.091 3085.82 3078.60 1.600 1.700 3084.22 3076.90127 B96 B77 81.79 90 5 5 0.000 0.111 0.111 3092.14 3088.74 1.050 2.100 3091.09 3086.64128 B77 B58 87.23 90 5 5 0.000 0.118 0.118 3088.74 3086.55 1.000 2.500 3087.74 3084.05129 B96 A04 51.90 90 5 5 0.000 0.070 0.070 3092.14 3084.96 1.050 1.200 3091.09 3083.76130 A04 A16 26.71 90 5 5 0.070 0.036 0.107 3084.96 3077.40 1.200 1.750 3083.76 3075.65131 B60 B61 44.43 90 5 5 0.000 0.060 0.060 3087.46 3085.90 1.000 2.000 3086.46 3083.90132 B83 B79 40.23 90 5 5 0.000 0.055 0.055 3091.60 3088.23 1.000 2.000 3090.60 3086.23133 B79 B61 86.23 90 5 5 0.000 0.117 0.117 3088.23 3085.90 1.000 2.000 3087.23 3083.90134 B83 B97 40.01 90 5 5 0.000 0.054 0.054 3091.60 3090.13 1.000 1.300 3090.60 3088.83137 A18 A17 25.31 90 5 5 0.023 0.000 0.023 3088.98 3088.00 1.700 1.400 3087.28 3086.60138 A17 A09 65.49 90 5 5 0.102 0.089 0.191 3088.00 3086.36 1.400 1.800 3086.60 3084.56139 A09 A10 47.30 90 5 5 0.490 0.064 0.554 3086.36 3082.07 1.800 1.400 3084.56 3080.67140 A10 A11 79.57 90 5 5 0.652 0.108 0.760 3082.07 3079.90 1.400 1.400 3080.67 3078.50141 A11 A12 53.82 90 5 5 0.864 0.073 0.937 3079.90 3079.20 1.400 1.250 3078.50 3077.95142 A12 A13 30.11 90 5 5 0.937 0.041 0.978 3079.20 3078.86 1.250 1.200 3077.95 3077.66143 A13 A14 79.12 90 5 5 2.106 0.107 2.214 3078.86 3078.60 1.200 1.700 3077.66 3076.90144 A14 A15 61.09 90 5 5 2.305 0.083 2.388 3078.60 3077.90 1.700 1.650 3076.90 3076.25145 A15 A16 61.09 90 5 5 2.388 0.083 2.471 3077.90 3077.40 1.650 1.750 3076.25 3075.65146 B81 B82 52.65 90 5 5 1.400 0.072 1.471 3087.29 3080.38 3.750 1.400 3083.54 3078.98147 B82 B63 42.20 70 10 20 1.471 0.057 1.528 3080.38 3078.10 1.400 1.400 3078.98 3076.70148 B63 A35 40.99 70 10 20 4.822 0.015 4.838 3078.10 3077.20 1.400 1.400 3076.70 3075.80149 A35 A36 41.45 70 10 20 4.838 0.015 4.853 3077.20 3076.10 1.400 1.400 3075.80 3074.70

Page 7: calculo Red Alcantarillado 2.xls

OrdenDESCRIP. BUZON LONGITUD TIPO MATERIAL (%) Q arriba Q. Tramo Q abajo COTA DE TERRENO PROFUNDIDAD COTA DE FONDO

I J m MC RS RF (t/s) (t/s) (t/s) I J I J I J

150 A36 A37 46.09 70 10 20 4.853 0.017 4.870 3076.10 3075.10 1.400 1.400 3074.70 3073.70151 A37 A38 47.23 70 10 20 4.870 0.018 4.888 3075.10 3072.50 1.400 1.400 3073.70 3071.10152 A38 A39 49.41 90 5 5 4.888 0.018 4.906 3072.50 3065.90 1.400 1.400 3071.10 3064.50153 A16 A24 37.65 90 5 5 2.577 0.014 2.592 3077.40 3076.88 1.750 1.600 3075.65 3075.28154 A24 A25 40.00 90 5 5 2.592 0.015 2.606 3076.88 3076.25 1.600 1.380 3075.28 3074.87155 A25 A26 24.60 90 5 5 2.606 0.009 2.616 3076.25 3075.95 1.380 1.350 3074.87 3074.60156 A26 A27 40.13 90 5 5 2.616 0.015 2.631 3075.95 3074.40 1.350 1.200 3074.60 3073.20157 A27 A28 43.47 90 5 5 2.631 0.016 2.647 3074.40 3073.90 1.200 1.200 3073.20 3072.70158 A28 A29 65.18 90 5 5 2.647 0.024 2.671 3073.90 3071.56 1.200 1.200 3072.70 3070.36159 A29 A30 30.11 90 5 5 3.064 0.011 3.075 3071.56 3070.50 1.200 1.200 3070.36 3069.30160 A30 A31 34.20 70 10 20 3.075 0.013 3.088 3070.50 3069.00 1.200 1.200 3069.30 3067.80161 A31 A32 35.32 70 10 20 3.088 0.013 3.101 3069.00 3068.20 1.200 1.200 3067.80 3067.00162 A32 A33 26.63 70 10 20 3.101 0.010 3.111 3068.20 3067.50 1.200 1.200 3067.00 3066.30163 A33 A34 43.56 70 10 20 3.111 0.016 3.128 3067.50 3066.60 1.200 1.200 3066.30 3065.40164 A34 A39 34.07 70 10 20 3.128 0.013 3.140 3066.60 3065.90 1.200 1.400 3065.40 3064.50165 A39 A40 26.55 70 10 20 8.046 0.010 8.056 3065.90 3059.50 1.400 1.400 3064.50 3058.10166 A40 A41 46.48 70 10 20 8.056 0.017 8.074 3059.50 3049.87 1.400 1.400 3058.10 3048.47167 A41 A42 46.48 70 10 20 8.074 0.017 8.091 3049.87 3045.00 1.400 1.400 3048.47 3043.60168 A42 A43 36.34 70 10 20 8.091 0.014 8.105 3045.00 3039.36 1.400 1.400 3043.60 3037.96169 A43 A44 36.34 70 10 20 8.105 0.014 8.118 3039.36 3031.10 1.400 1.400 3037.96 3029.70170 A44 A45 23.98 70 10 20 8.118 0.009 8.127 3031.10 3028.00 1.400 1.400 3029.70 3026.60

6633.24

Page 8: calculo Red Alcantarillado 2.xls

CALCULO DE LA RED DE ALCANTARILLADO (A PROYECTARSE)

Coef. De ManningVelocidad minimaVelocidad maxima m/s Velocidad maxima m/s Velocidad minima a tubo lleno (Tub. PVC) m/s Velocidad minima parcialmente lleno (Tub. PVC) m/s Velocidad minima recomendable (Especif. Tub. PVC)

METRADO DE TUBERIAS

DIF.NIVEL (/) PENDIENTE Ø Asumido (MM) Tirante Area Perimetro Velocidad PENDIENTEOrden

DESCRIP. BUZON

BUZONES m/m Ø nominal Ø interior cm cm2 cm m/s % I J

0.468 0.017 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.7 12 B03 B040.465 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6 13 B04 B070.684 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6 14 B07 B120.766 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6 15 B12 B130.291 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.5 16 B13 B144.084 0.056 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.6 17 B14 B202.094 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.8 18 B20 B213.943 0.051 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.1 19 B21 B220.534 0.044 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.4 20 B22 B230.228 0.010 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 21 B23 B190.456 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 22 B19 B240.271 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 23 B24 B280.339 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 24 B28 B505.311 0.124 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.4 25 B25 B265.596 0.133 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.3 26 B26 B274.754 0.111 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 11.1 27 B27 B374.391 0.049 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.9 28 B30 B358.075 0.180 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 18.0 32 B25 B292.492 0.076 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.6 33 B29 B302.890 0.045 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.5 34 B30 B310.422 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 35 B31 B320.364 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 36 B32 B330.376 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 37 B33 B340.308 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 38 B34 B350.192 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 39 B35 B360.252 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 40 B36 B370.226 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 41 B37 B380.230 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 42 B38 B390.329 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 43 B39 B400.413 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 44 B40 B410.483 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 45 B41 B420.455 0.010 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 46 B42 B430.251 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 47 B43 B440.195 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 48 B44 B450.550 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 49 B45 B565.888 0.147 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.7 52 B48 B495.851 0.146 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.6 53 B49 B503.764 0.093 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.3 54 B50 B513.412 0.084 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.4 55 B51 B521.318 0.033 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3 56 B52 B531.623 0.041 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.1 57 B53 B540.532 0.013 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.3 58 B54 B550.795 0.019 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.9 59 B55 B560.580 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 60 B56 B570.563 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 61 B57 B580.561 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 62 B58 B590.539 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 63 B59 B610.733 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 64 B61 B624.517 0.077 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.7 65 B62 B634.942 0.126 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.6 69 B67 B682.896 0.073 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.3 70 B68 B691.970 0.050 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.0 71 B69 B701.734 0.041 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.1 72 B70 B710.584 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.4 73 B71 B72

Page 9: calculo Red Alcantarillado 2.xls

METRADO DE TUBERIAS

DIF.NIVEL (/) PENDIENTE Ø Asumido (MM) Tirante Area Perimetro Velocidad PENDIENTEOrden

DESCRIP. BUZON

BUZONES m/m Ø nominal Ø interior cm cm2 cm m/s % I J

0.561 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.4 74 B72 B730.658 0.016 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.6 75 B73 B740.498 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 76 B74 B750.890 0.012 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 77 B75 B760.494 0.011 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 78 B76 B770.475 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 79 B77 B780.528 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 80 B78 B790.615 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 81 B79 B800.628 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 82 B80 B813.872 0.098 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.8 85 B86 B873.650 0.092 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.2 86 B87 B880.761 0.019 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.9 87 B88 B890.728 0.018 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.8 88 B89 B900.608 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.5 89 B90 B910.570 0.014 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.4 90 B91 B921.967 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3 91 B96 B951.912 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3 92 B95 B941.298 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3 93 B94 B931.257 0.032 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.2 94 B93 B922.853 0.033 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.3 95 B96 B972.456 0.039 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.9 96 B97 B983.724 0.059 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.9 97 B98 B9912.295 0.366 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 36.6 98 B99 A295.369 0.158 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.8 105 A08 A098.323 0.103 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.3 106 B48 B675.693 0.072 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.2 107 B67 B865.712 0.070 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.0 108 B86 A083.422 0.059 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.9 109 A08 A173.282 0.040 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.0 110 A01 A094.660 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.8 111 B50 B695.659 0.072 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 7.2 112 B69 B880.928 0.069 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 6.9 113 B88 A016.774 0.095 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.5 114 A01 A104.121 0.131 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.1 115 B52 B401.187 0.015 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.5 116 B52 B713.745 0.047 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.7 117 B71 B908.228 0.108 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.8 118 B90 A111.607 0.019 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.9 119 B73 B541.877 0.093 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 9.3 120 B54 B423.677 0.048 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.8 121 B73 B921.183 0.029 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.9 122 B92 A026.406 0.158 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.8 123 A02 A132.729 0.032 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.2 124 B75 B564.184 0.126 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 12.6 125 B94 A037.321 0.224 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 22.4 126 A03 A144.448 0.054 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.4 127 B96 B773.687 0.042 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.2 128 B77 B587.329 0.143 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 14.3 129 B96 A048.107 0.319 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 31.9 130 A04 A162.563 0.058 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.8 131 B60 B614.364 0.109 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.9 132 B83 B793.335 0.039 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.9 133 B79 B611.767 0.044 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.4 134 B83 B970.672 0.027 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.7 137 A18 A172.047 0.031 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.1 138 A17 A093.892 0.083 160 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.3 139 A09 A102.166 0.027 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.7 140 A10 A110.552 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 141 A11 A120.287 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 142 A12 A130.760 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 143 A13 A140.648 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 144 A14 A150.603 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 145 A15 A164.563 0.087 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 8.7 146 B81 B822.279 0.054 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.4 147 B82 B630.900 0.022 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.2 148 B63 A351.100 0.027 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.7 149 A35 A36

Page 10: calculo Red Alcantarillado 2.xls

METRADO DE TUBERIAS

DIF.NIVEL (/) PENDIENTE Ø Asumido (MM) Tirante Area Perimetro Velocidad PENDIENTEOrden

DESCRIP. BUZON

BUZONES m/m Ø nominal Ø interior cm cm2 cm m/s % I J

1.000 0.022 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.2 150 A36 A372.600 0.055 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 5.5 151 A37 A386.600 0.135 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.5 152 A38 A390.374 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 153 A16 A240.406 0.010 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.0 154 A24 A250.270 0.011 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.1 155 A25 A261.400 0.035 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.5 156 A26 A270.500 0.012 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 1.2 157 A27 A282.343 0.036 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.6 158 A28 A291.057 0.035 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 3.5 159 A29 A301.500 0.044 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 4.4 160 A30 A310.800 0.023 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.3 161 A31 A320.700 0.026 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.6 162 A32 A330.900 0.021 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.1 163 A33 A340.900 0.026 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 2.6 164 A34 A396.400 0.248 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 24.8 165 A39 A409.634 0.212 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 21.2 166 A40 A414.866 0.105 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 10.5 167 A41 A425.643 0.157 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 15.7 168 A42 A438.257 0.233 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 23.3 169 A43 A443.100 0.130 200 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! 13.0 170 A44 A45

Page 11: calculo Red Alcantarillado 2.xls

ancho de zanjaCAMA DE APOYO

METRADO DE TUBERIAS

METRADO DE TUBERIAS METRADO DE TUB.:Colector METRADO DE TUB.: EmisorOrden

DESCRIP. BUZON MOV. TIERRAS GENERAL

Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM I J

28.32 28.32 12 B03 B04 1.93 28.3229.54 29.54 13 B04 B07 2.15 29.5442.49 42.49 14 B07 B12 2.49 42.4947.91 47.91 15 B12 B13 2.72 47.9118.99 18.99 16 B13 B14 2.54 18.9973.28 73.28 17 B14 B20 1.86 73.2836.04 36.04 18 B20 B21 1.40 36.0476.78 76.78 19 B21 B22 1.40 76.7812.03 12.03 20 B22 B23 1.30 12.0322.83 22.83 21 B23 B19 1.30 22.83

45.57 45.57 22 B19 B24 1.40 45.5727.07 27.07 23 B24 B28 1.62 27.0732.10 32.10 24 B28 B50 1.62 32.10

43.28 43.28 25 B25 B26 1.63 43.2842.32 42.32 26 B26 B27 1.83 42.3243.12 43.12 27 B27 B37 1.30 43.1289.50 89.50 28 B30 B35 1.25 89.5045.59 45.59 32 B25 B29 1.40 45.5932.87 32.87 33 B29 B30 1.40 32.8764.44 64.44 34 B30 B31 1.40 64.4436.28 36.28 35 B31 B32 1.60 36.2831.41 31.41 36 B32 B33 1.71 31.4132.42 32.42 37 B33 B34 1.52 32.4226.52 26.52 38 B34 B35 1.65 26.5216.87 16.87 39 B35 B36 1.65 16.8722.09 22.09 40 B36 B37 1.37 22.0921.22 21.22 41 B37 B38 1.61 0.0018.99 18.99 42 B38 B39 1.80 18.9929.47 29.47 43 B39 B40 1.72 29.4739.29 39.29 44 B40 B41 1.70 39.2941.69 41.69 45 B41 B42 1.50 41.6946.35 46.35 46 B42 B43 1.33 46.3523.01 23.01 47 B43 B44 1.30 23.0117.93 17.93 48 B44 B45 1.30 17.9347.84 47.84 49 B45 B56 2.15 47.8440.54 40.54 52 B48 B49 1.40 40.5440.54 40.54 53 B49 B50 1.40 40.54

40.64 40.64 54 B50 B51 1.40 40.6440.63 40.63 55 B51 B52 1.40 40.6339.96 39.96 56 B52 B53 1.30 39.9639.97 39.97 57 B53 B54 1.20 39.9741.23 41.23 58 B54 B55 1.20 41.2341.22 41.22 59 B55 B56 1.20 41.2258.60 58.60 60 B56 B57 3.00 58.6058.60 58.60 61 B57 B58 3.25 58.6054.02 54.02 62 B58 B59 3.78 54.0254.02 54.02 63 B59 B61 4.00 54.0271.46 71.46 64 B61 B62 2.68 71.4658.99 58.99 65 B62 B63 1.40 58.99

39.53 39.53 69 B67 B68 1.20 39.5339.52 39.52 70 B68 B69 1.30 39.5239.11 39.11 71 B69 B70 1.30 39.1141.89 41.89 72 B70 B71 1.45 41.8940.68 40.68 73 B71 B72 1.63 40.68

H prom. (m)

longitud (ml)

Page 12: calculo Red Alcantarillado 2.xls

METRADO DE TUBERIAS

METRADO DE TUBERIAS METRADO DE TUB.:Colector METRADO DE TUB.: EmisorOrden

DESCRIP. BUZON MOV. TIERRAS GENERAL

Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM I J H prom. (m)

longitud (ml)

40.67 40.67 74 B72 B73 1.58 40.6740.31 40.31 75 B73 B74 1.63 40.3140.31 40.31 76 B74 B75 1.70 40.3171.67 71.67 77 B75 B76 2.00 71.6746.42 46.42 78 B76 B77 2.60 46.42

48.75 48.75 79 B77 B78 3.20 48.7548.61 48.61 80 B78 B79 3.45 48.6163.32 63.32 81 B79 B80 3.50 63.3263.85 63.85 82 B80 B81 3.65 63.85

39.71 39.71 85 B86 B87 1.25 39.7139.72 39.72 86 B87 B88 1.33 39.7240.29 40.29 87 B88 B89 1.42 40.2940.29 40.29 88 B89 B90 1.55 40.2939.44 39.44 89 B90 B91 1.78 39.4439.44 39.44 90 B91 B92 2.00 39.4459.03 59.03 91 B96 B95 1.38 59.0358.63 58.63 92 B95 B94 1.65 58.6338.94 38.94 93 B94 B93 1.73 38.9438.94 38.94 94 B93 B92 2.00 38.9487.48 87.48 95 B96 B97 1.18 87.4863.10 63.10 96 B97 B98 1.35 63.1063.10 63.10 97 B98 B99 1.35 63.1035.81 35.81 98 B99 A29 1.25 35.8134.46 34.46 105 A08 A09 1.50 34.4680.86 80.86 106 B48 B67 1.20 80.8679.14 79.14 107 B67 B86 1.20 79.1482.18 82.18 108 B86 A08 1.15 82.1858.47 58.47 109 A08 A17 1.25 58.4781.46 81.46 110 A01 A09 1.40 81.4681.09 81.09 111 B50 B69 1.20 81.0978.91 78.91 112 B69 B88 1.23 78.9113.41 13.41 113 B88 A01 1.20 13.4171.84 71.84 114 A01 A10 1.40 71.8431.78 31.78 115 B52 B40 1.38 31.7881.73 81.73 116 B52 B71 1.35 81.7379.11 79.11 117 B71 B90 1.35 79.1176.77 76.77 118 B90 A11 1.40 76.7784.46 84.46 119 B73 B54 1.10 84.4620.26 20.26 120 B54 B42 1.18 20.2676.69 76.69 121 B73 B92 1.58 76.69

41.08 41.08 122 B92 A02 1.67 41.0841.08 41.08 123 A02 A13 1.20 41.08

84.57 84.57 124 B75 B56 1.50 84.5733.46 33.46 125 B94 A03 1.30 33.4633.46 33.46 126 A03 A14 1.65 33.4681.79 81.79 127 B96 B77 1.58 81.7987.23 87.23 128 B77 B58 1.75 87.2351.90 51.90 129 B96 A04 1.13 51.9026.71 26.71 130 A04 A16 1.48 26.7144.43 44.43 131 B60 B61 1.50 44.4340.23 40.23 132 B83 B79 1.50 40.2386.23 86.23 133 B79 B61 1.50 86.2340.01 40.01 134 B83 B97 1.15 40.0125.31 25.31 137 A18 A17 1.55 25.3165.49 65.49 138 A17 A09 1.60 65.4947.30 47.30 139 A09 A10 1.60 47.30

79.57 79.57 140 A10 A11 1.40 79.5753.82 53.82 141 A11 A12 1.33 53.8230.11 30.11 142 A12 A13 1.23 30.1179.12 79.12 143 A13 A14 1.45 79.1261.09 61.09 144 A14 A15 1.67 61.0961.09 61.09 145 A15 A16 1.70 61.0952.65 52.65 146 B81 B82 2.58 52.6542.20 42.20 147 B82 B63 1.40 42.2040.99 40.99 148 B63 A35 1.40 40.9941.45 41.45 149 A35 A36 1.40 41.45

Page 13: calculo Red Alcantarillado 2.xls

METRADO DE TUBERIAS

METRADO DE TUBERIAS METRADO DE TUB.:Colector METRADO DE TUB.: EmisorOrden

DESCRIP. BUZON MOV. TIERRAS GENERAL

Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM Ø 160MM Ø 200MM Ø 250MM I J H prom. (m)

longitud (ml)

46.09 46.09 150 A36 A37 1.40 46.0947.23 47.23 151 A37 A38 1.40 47.2349.41 49.41 152 A38 A39 1.40 49.4137.65 37.65 153 A16 A24 1.68 37.6540.00 40.00 154 A24 A25 1.49 40.0024.60 24.60 155 A25 A26 1.37 24.6040.13 40.13 156 A26 A27 1.28 40.1343.47 43.47 157 A27 A28 1.20 43.4765.18 65.18 158 A28 A29 1.20 65.1830.11 30.11 159 A29 A30 1.20 30.1134.20 34.20 160 A30 A31 1.20 34.2035.32 35.32 161 A31 A32 1.20 35.3226.63 26.63 162 A32 A33 1.20 26.6343.56 43.56 163 A33 A34 1.20 43.5634.07 34.07 164 A34 A39 1.30 34.0726.55 26.55 165 A39 A40 1.40 26.5546.48 46.48 166 A40 A41 1.40 46.4846.48 46.48 167 A41 A42 1.40 46.4836.34 36.34 168 A42 A43 1.40 36.3436.34 36.34 169 A43 A44 1.40 36.3423.98 23.98 170 A44 A45 1.40 23.98

4266.56 2366.68 0.00 4266.56 1470.42 0.00 0.00 896.26 0.00 6612.026633.24 5736.98 896.26

MC: Material ComunTubo normal pvc 6" 4245.34 RS: Roca Suelta

Tubo polietileno pvc 6" 21.22 RF: Roca Fija

Page 14: calculo Red Alcantarillado 2.xls

ancho de zanja 0.6CAMA DE APOYO 0.15

MOV. TIERRAS EN COLECTORES MOV. TIERRAS EN EMISORESMOV. TIERRAS GENERAL EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO

(m3) (m3)

32.71 1.64 1.64 29.44 30.1638.11 1.91 1.91 34.30 35.4563.48 3.17 3.17 57.13 59.6678.05 3.90 3.90 70.24 73.7328.88 1.44 1.44 26.00 27.1781.78 4.09 4.09 73.60 75.1930.27 1.51 1.51 27.25 27.0364.50 3.22 3.22 58.05 57.589.38 0.47 0.47 8.45 8.3017.81 1.78 0.89 15.14 15.7538.28 3.83 1.91 32.54 34.1826.23 2.62 1.31 22.30 23.7931.10 3.11 1.56 26.44 28.2242.20 2.11 2.11 37.98 38.3046.34 41.71 2.32 2.32 42.5333.63 30.27 1.68 1.68 29.7567.13 3.36 3.36 60.41 59.0738.30 1.91 1.91 34.47 34.1927.61 1.38 1.38 24.85 24.6554.13 2.71 2.71 48.72 48.3334.83 31.35 1.74 1.74 31.5632.13 28.92 1.61 1.61 29.3129.47 26.52 1.47 1.47 26.5526.18 23.56 1.31 1.31 23.7916.70 15.03 0.84 0.84 15.1818.16 16.34 0.91 0.91 16.170.00 0.00 0.00 0.00 0.0020.45 17.38 2.05 1.02 18.7430.32 25.78 3.03 1.52 27.6740.08 34.06 4.01 2.00 36.5437.52 31.89 3.75 1.88 33.7736.85 31.32 3.68 1.84 32.6817.95 15.26 1.79 0.90 15.8813.99 1.40 0.70 11.89 12.3761.71 6.17 3.09 52.46 57.4134.05 3.41 1.70 28.95 30.4034.05 3.41 1.70 28.95 30.4034.14 3.41 1.71 29.02 30.4834.13 3.41 1.71 29.01 30.4731.17 3.12 1.56 26.49 27.5728.78 2.88 1.44 24.46 25.1829.69 2.97 1.48 25.23 25.9729.68 2.97 1.48 25.23 25.97105.48 10.55 5.27 89.66 100.21114.27 5.71 5.71 102.84 109.00122.36 6.12 6.12 110.12 117.49129.65 6.48 6.48 116.68 124.79114.69 5.73 5.73 103.22 108.2649.55 2.48 2.48 44.60 44.2428.46 2.85 1.42 24.19 24.9030.83 3.08 1.54 26.20 27.2730.51 3.05 1.53 25.93 26.9936.44 3.64 1.82 30.98 32.6739.66 3.97 1.98 33.71 36.00

Volumen (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

Page 15: calculo Red Alcantarillado 2.xls

MOV. TIERRAS EN COLECTORES MOV. TIERRAS EN EMISORESMOV. TIERRAS GENERAL EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO

(m3) (m3)Volumen (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

38.43 3.84 1.92 32.67 34.7739.30 3.93 1.97 33.41 35.6741.12 4.11 2.06 34.95 37.4986.00 8.60 4.30 73.10 79.5572.42 3.62 3.62 65.17 68.2493.60 4.68 4.68 84.24 89.21100.62 5.03 5.03 90.56 96.25132.97 6.65 6.65 119.67 127.27139.83 6.99 6.99 125.85 134.0829.78 1.49 1.49 26.80 26.2131.58 1.58 1.58 28.42 28.0034.45 1.72 1.72 31.00 30.8237.47 1.87 1.87 33.72 33.8442.00 2.10 2.10 37.80 38.4547.33 2.37 2.37 42.60 43.7848.70 2.43 2.43 43.83 43.3958.04 2.90 2.90 52.24 52.7740.30 2.02 2.02 36.27 36.8046.73 2.34 2.34 42.06 43.2261.67 3.08 3.08 55.51 53.8051.11 2.56 2.56 46.00 45.4351.11 2.56 2.56 46.00 45.4326.86 24.17 1.34 1.34 23.6331.01 1.55 1.55 27.91 27.9158.22 5.82 2.91 49.49 50.9456.98 2.85 2.85 51.28 49.8656.70 2.84 2.84 51.03 49.3143.85 2.19 2.19 39.47 38.5968.43 6.84 3.42 58.16 61.0958.38 5.84 2.92 49.63 51.0958.00 2.90 2.90 52.20 50.909.66 0.48 0.48 8.69 8.4560.35 6.03 3.02 51.29 53.8826.22 2.62 1.31 22.29 23.3666.20 3.31 3.31 59.58 58.8564.08 3.20 3.20 57.67 56.9664.49 6.45 3.22 54.81 57.5855.74 5.57 2.79 47.38 48.1414.28 0.71 0.71 12.85 12.4672.47 3.62 3.62 65.22 65.5741.29 2.06 2.06 37.16 37.5929.58 2.96 1.48 25.14 25.8876.11 3.81 3.81 68.50 68.5026.10 1.30 1.30 23.49 23.0933.13 1.66 1.66 29.81 30.1177.29 3.86 3.86 69.56 69.9391.59 4.58 4.58 82.43 83.7435.03 1.75 1.75 31.53 30.3623.64 1.18 1.18 21.27 21.2339.99 2.00 2.00 35.99 35.9936.21 1.81 1.81 32.59 32.5977.61 3.88 3.88 69.85 69.8527.61 1.38 1.38 24.85 24.0123.54 1.18 1.18 21.18 21.2662.87 3.14 3.14 56.58 56.9845.41 2.27 2.27 40.87 41.1566.84 3.34 3.34 60.15 59.6842.79 2.14 2.14 38.51 37.9422.13 19.92 1.11 1.11 19.4268.83 61.95 3.44 3.44 61.7161.40 55.26 3.07 3.07 55.9062.31 3.12 3.12 56.08 56.8181.34 4.07 4.07 73.21 76.6135.45 3.54 7.09 24.81 31.6534.43 3.44 6.89 24.10 30.742534.82 3.48 6.96 24.37 31.0875

Page 16: calculo Red Alcantarillado 2.xls

MOV. TIERRAS EN COLECTORES MOV. TIERRAS EN EMISORESMOV. TIERRAS GENERAL EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO EXC. MANUAL EXC. CON EQUIPO MECANICO RELLENO

(m3) (m3)Volumen (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

MC (m3)

RS (m3)

RF (m3)

38.72 3.87 7.74 27.10 34.567539.67 3.97 7.93 27.77 35.422541.50 2.08 2.08 37.35 37.057537.84 1.89 1.89 34.05 34.4497535.76 1.79 1.79 32.18 32.1620.15 1.01 1.01 18.13 17.933430.70 1.53 1.53 27.63 27.0877531.30 1.56 1.56 28.17 27.386146.93 2.35 2.35 42.24 41.063421.68 1.08 1.08 19.51 18.969324.62 2.46 4.92 17.24 21.54625.43 2.54 5.09 17.80 22.251619.17 1.92 3.83 13.42 16.776931.36 3.14 6.27 21.95 27.442826.57 18.60 2.66 5.31 23.508322.30 15.61 2.23 4.46 19.912539.04 3.90 7.81 27.33 34.8639.04 27.33 3.90 7.81 34.8630.53 3.05 6.11 21.37 27.25530.53 3.05 6.11 21.37 27.25520.14 2.01 4.03 14.10 17.985

6450.64 530.69 364.47 291.74 4541.50 0.00 0.00 5213.98 61.54 58.93 104.57 497.20 0.00 0.00 641.581186.90 4541.50 5213.98 225.05 497.20 641.58

Page 17: calculo Red Alcantarillado 2.xls

METRADO DE ENTIBADO EN ZANJA

OrdenDESCRIP. BUZON ENTIBADO

I J H prom.>2.50 (m)

15 B12 B13 2.72 47.91 10.3060 B56 B57 3.00 58.60 29.3061 B57 B58 3.25 58.60 43.9562 B58 B59 3.78 54.02 68.8863 B59 B61 4.00 54.02 81.0364 B61 B62 2.68 71.46 12.5178 B76 B77 2.60 46.42 4.6479 B77 B78 3.20 48.75 34.1380 B78 B79 3.45 48.61 46.1881 B79 B80 3.50 63.32 63.3282 B80 B81 3.65 63.85 73.43

615.56 467.66

Longitud (m)

Area (dos caras) (m2)

Page 18: calculo Red Alcantarillado 2.xls

tubo polietileno

Page 19: calculo Red Alcantarillado 2.xls
Page 20: calculo Red Alcantarillado 2.xls
Page 21: calculo Red Alcantarillado 2.xls

METRADO DE BUZONES

H<=1.5m 1.5m<H<=2.0m 2.0m<H<=2.5m 2.5m<H<=3.0m H>=3.0m

A01 B25 A03 B07 B12 B58A02 B27 A09 B14 B13 B59A04 B29 A14 B26 B56 B61A08 B30 A15 B76 B57 B78A10 B31 A16 B92 B77 B79A11 B34 A18 B80A12 B36 A24 B81A13 B37 B03A17 B42 B04A25 B43 B28A26 B44 B32A27 B45 B33A28 B48 B35A29 B49 B38A30 B50 B39A31 B51 B40A32 B52 B41A33 B53 B71A34 B54 B72A35 B55 B73A36 B60 B74A37 B62 B75A38 B63 B90A39 B67 B91A40 B68 B93A41 B69 B94A42 B70 B95A43 B82A44 B83A45 B86B01 B87B02 B88B19 B89B20 B96B21 B97B22 B98B23 B99

Page 22: calculo Red Alcantarillado 2.xls

B24

75 27 5 5 7

Total 119


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