RESTAURACIÓN CASA ABADIA MENDEZ - MINISTERIO DE CULTURA

EVALUACION DEL COMPORTAMIENTO HIDRAULICO DE LAS REDES DE EVACUACIÓN DE AGUAS NEGRAS

CALCULO HIDRAULICO - DESAGUES DE AGUAS NEGRAS

Coeficiente de Manning "n" = 0.009

TRAMODIAMETRO

PENDIENTELONGITUD

COTA COTA UNIDADES UNIDADESCAUDAL

CAUDAL VELOCIDADQ = 0.75 QoBATEA BATEA DE DE TUBO LLENO TUBO LLENO

MINIMA INICIAL FINAL DESCARGA DESCARGA Qo Vo(Pulgadas) (%) (m) msnm msnm PARCIAL ACUMULADAS (L.P.S.) (L.P.S.) (m/s) (L.P.S.)

Piso 2 - Baño Hombres y Baño Mujeres 213A1 4 1.00% 1.30 -0.120 -0.133 10 10 0.557 7.732 0.954 5.7992 4 1.00% 0.87 -0.133 -0.142 10 20 0.895 7.732 0.954 5.7993 4 1.00% 0.85 -0.142 -0.150 10 30 1.182 7.732 0.954 5.7994 4 1.00% 1.65 -0.150 -0.167 10 40 1.439 7.732 0.954 5.7995 4 1.00% 1.64 -0.167 -0.183 1 41 1.464 7.732 0.954 5.7996 4 1.00% 1.12 -0.183 -0.194 32 73 2.173 7.732 0.954 5.7997 4 1.00% 0.32 -0.194 -0.198 1 74 2.193 7.732 0.954 5.7998 4 1.00% 0.15 -0.198 -0.199 40 114 2.949 7.732 0.954 5.7999 4 1.00% 0.25 -0.199 -0.202 10 124 3.124 7.732 0.954 5.799

Piso 2 - Baño Hombres y Baño Privado 205B1 2 1.00% 0.90 -0.120 -0.129 4 4 0.297 1.215 0.599 0.9112 2 1.00% 0.84 -0.129 -0.137 4 8 0.478 1.215 0.599 0.9113 2 1.00% 1.20 -0.137 -0.149 1 9 0.518 1.215 0.599 0.9114 3 1.00% 0.31 -0.149 -0.153 21 30 1.182 3.587 0.787 2.6905 4 1.00% 0.55 -0.153 -0.158 4 34 1.288 7.732 0.954 5.799

Piso 2 - Baño Damas 115B y Baño Privado 217B1 4 1.00% 0.98 -0.120 -0.130 10 10 0.557 7.732 0.954 5.7992 4 1.00% 0.15 -0.130 -0.131 10 20 0.895 7.732 0.954 5.7993 4 1.00% 1.30 -0.131 -0.144 10 30 1.182 7.732 0.954 5.7994 4 1.00% 1.50 -0.144 -0.159 1 31 1.209 7.732 0.954 5.7995 4 1.00% 0.14 -0.159 -0.161 4 35 1.313 7.732 0.954 5.7996 4 1.00% 0.42 -0.161 -0.165 4 39 1.414 7.732 0.954 5.7997 4 1.00% 0.24 -0.165 -0.167 7 46 1.584 7.732 0.954 5.7998 4 1.00% 0.73 -0.167 -0.175 4 50 1.677 7.732 0.954 5.7999 4 1.00% 0.78 -0.175 -0.182 2 52 1.723 7.732 0.954 5.799

Piso 1 - Baño Hombres 112A 1 4 1.00% 1.20 -0.120 -0.132 10 10 0.557 7.732 0.954 5.7992 4 1.00% 0.70 -0.132 -0.139 4 14 0.701 7.732 0.954 5.7993 4 1.00% 0.65 -0.139 -0.146 4 18 0.833 7.732 0.954 5.7994 4 1.00% 0.85 -0.146 -0.154 4 22 0.956 7.732 0.954 5.7995 4 1.00% 0.18 -0.154 -0.156 1 23 0.985 7.732 0.954 5.7996 4 1.00% 0.90 -0.156 -0.165 30 53 1.745 7.732 0.954 5.799

Piso 1 - Baño Mujeres 113A 1 4 1.00% 1.35 -0.120 -0.134 10 10 0.557 7.732 0.954 5.7992 4 1.00% 0.70 -0.134 -0.141 4 14 0.701 7.732 0.954 5.7993 4 1.00% 0.65 -0.141 -0.147 4 18 0.833 7.732 0.954 5.7994 4 1.00% 1.00 -0.147 -0.157 4 22 0.956 7.732 0.954 5.7995 4 1.00% 0.60 -0.157 -0.163 31 53 1.745 7.732 0.954 5.799

Piso 1 - Baño Damas 115B y Discapacitados 1061 4 1.00% 1.05 -0.120 -0.131 55 55 1.790 7.732 0.954 5.7992 4 1.00% 0.60 -0.131 -0.137 10 65 2.007 7.732 0.954 5.7993 4 1.00% 0.75 -0.137 -0.144 1 66 2.028 7.732 0.954 5.7994 4 1.00% 1.22 -0.144 -0.156 4 70 2.111 7.732 0.954 5.7995 4 1.00% 0.07 -0.156 -0.157 4 74 2.193 7.732 0.954 5.7996 4 1.00% 1.25 -0.157 -0.169 8 82 2.353 7.732 0.954 5.7997 4 1.00% 1.25 -0.169 -0.182 1 83 2.373 7.732 0.954 5.7998 4 1.00% 5.70 -0.182 -0.239 30 113 2.931 7.732 0.954 5.799

Piso 1 - Baño Hombres 105B Y baño ´privado 103C1 2 1.00% 0.55 -0.120 -0.126 10 10 0.557 1.215 0.599 0.9112 2 1.00% 0.42 -0.126 -0.130 4 14 0.701 1.215 0.599 0.9113 3 1.00% 0.30 -0.130 -0.133 10 24 1.014 3.587 0.787 2.6904 3 1.00% 0.70 -0.133 -0.140 4 28 1.127 3.587 0.787 2.6905 3 1.00% 0.35 -0.140 -0.143 4 32 1.235 3.587 0.787 2.6906 4 1.00% 1.00 -0.143 -0.153 42 74 2.193 7.732 0.954 5.7997 4 1.00% 0.95 -0.153 -0.163 1 75 2.214 7.732 0.954 5.7998 4 1.00% 10.50 -0.163 -0.268 2 77 2.254 7.732 0.954 5.7999 4 1.00% 2.65 -0.268 -0.294 8 85 2.412 7.732 0.954 5.799

10 4 1.00% 3.90 -0.294 -0.333 0 85 2.412 7.732 0.954 5.79911 4 1.00% 3.85 -0.333 -0.372 0 85 2.412 7.732 0.954 5.79912 4 1.00% 1.85 -0.372 -0.390 113 198 4.304 7.732 0.954 5.799

1 4 1.00% 1.85 -0.120 -0.139 57 57 1.834 7.732 0.954 5.7992 4 1.00% 0.25 -0.139 -0.141 53 110 2.878 7.732 0.954 5.7993 4 1.00% 4.10 -0.141 -0.182 127 237 4.869 7.732 0.954 5.7994 4 1.00% 27.80 -0.182 -0.460 30 267 5.283 7.732 0.954 5.799

Notas:1. Cotas referenciadas con respecto al nivel de acabado del piso.2. Para tuberias con diametro menor a 3" se recomienda durante la construcción considerar una pendiente minima de 2%.

Piso 1 - red evacuacion de baños 112A Hombres, 113A Mujeres, 115A Discapacitados, Cocina, y descargas de baños de segundo piso 213A Hombres y Mujeres, 215A discapacitados