DIAMANTECALCULOS PARA REDES DE AGUA POTABLEOBRA:Ubicacin:Entidad:A.- POBLACION ACTUAL732B.- TASA DE CRECIMIENTO (%)1.10C.- PERIODO DE DISEO (AOS)20FORMULAS UTILIZADASD.- POBLACION FUTURA893Pf = Po * ( 1+ r*t/100 )D = (Q/(0,0004264*C*S^0,54))^(1/2,63)E.- DOTACION (LT/HAB/DIA)100V = Q/(3141,6*0,25*(Dc*0,0254)^2F.- CONSUMO PROMEDIO ANUAL (LT/SEG)Q = Pob.* Dot./86,4000.983Hf = (1,72*10^6*L*Q^1,85/140^1,85/Dc^4,87)G.- CONSUMO MAXIMO DIARIO (LT/SEG)Qmd = 1.30 * Q1.298DDiametro segn calculoPULG.H.- CAUDAL DE LA FUENTE (LT/SEG)DcDiametro comercialPULG.I.- VOLUMEN DEL RESERVORIO (M3)QCaudal en el tramol/sV = 0.25 * Qmd *86400/100028.026CCoeficinte Hazen---A UTILIZAR :29.000SPendientem/kmJ.- CONSUMO MAXIMO HORARIO (LT/SEG)LLongitud del tramokm1.946K.- NUMERO DE VIVIENDAS:176.000LINEA DE CONDUCCIONELEMENTOCOTA TERRENOLONGITUD (KM)CAUDAL TRAMOPENDIENTE SCOEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIALVELOCIDAD DE FLUJOHfH PIEZOMETRICA DE INGRESOPRESION INGRESOH PIEZOMETRICA DE SALIDAMATCAPTACION1620.161620.160.001620.16SEDIMENTADOR1613.100.04811.298146.801501.1320.6400.491619.676.561619.67pvcPREFILTRO1611.530.01501.298542.601500.8620.6400.151619.517.991619.51pvcRESERVORIO1690.000.01501.298-4699.061500.0020.6400.151619.36-70.641619.36pvc0.000.000.0000.000.00TOTAL CONDUCCION:DE 2"=78.0600m C-10RESUMEN LINEA DE CONDUCCION-DISTRIBUCIONTUBERIASCAMARAS ROMPE PRESIONPASES AEREOSVALVULASPVC 2 1/2"= 78.06 mts2"0.00LONG.NUM.CONTROLPURGAAIREPVC 1 1/2"= 1519.51 mts11/2"0.00L = 15.00 mts0.001 1/2"1.0021/2"1.0021/2"1.00PVC 1"= 707.81 mts1"0.00L = 20.00 mts0.001 "1.001 1/2"0.001"0.00TOTAL= 2305.38 mts3/4"0.00L = 50.00 mts1.003/4"0.003/4"0.001 1/2"0.00TOTAL0.00TOTAL1.00TOTAL2.00TOTAL1.00TOTAL1.00RED DE DISTRIBUCIONELEMENTOCOTA TERRENOLONGITUD (KM)CAUDAL TRAMOPENDIENTE SCOEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIALVELOCIDAD DE FLUJOHfH PIEZOMETRICA DE INGRESOPRESION INGRESOH PIEZOMETRICA DE SALIDAMATRESERVORIO1690.001690.000.001690.0011542.080.50001.946295.841501.141 1/21.70743.811646.19104.111646.19pvc41547.530.08661.7911138.811500.8413.53546.911599.2751.741599.27pvc111541.120.23821.341244.101501.031 1/21.17610.471588.8047.681588.80pvc121540.370.00801.0766068.811500.4912.1231.681587.1246.751587.12pvc191495.160.68670.988133.921501.041 1/20.86617.161569.9674.801569.96pvc211502.600.09560.527704.651500.583/41.84821.831548.1245.521548.1241547.531599.2751.741599.2751550.760.02640.4511836.211500.4510.8901.111598.1647.401598.1661570.430.06170.172449.471500.423/40.6051.781596.3725.941596.3771581.180.07820.172194.341500.493/40.6052.261594.1112.931594.1111542.081646.19104.111646.1921548.310.09560.1551023.911500.3410.3060.561645.6397.321645.63pvc31553.410.17250.155534.621500.3910.3061.011644.6291.211644.62pvc51550.761598.1647.401598.1681545.530.05960.279882.571500.4310.5501.031597.1351.601597.13pvc101549.550.07310.174650.921500.393/40.6112.151594.9745.421594.97pvc81545.531597.1351.601597.1391542.020.05710.104964.741500.293/40.3660.651596.4754.451596.47pvc111541.121588.8047.681588.80131546.430.03150.2651345.481500.393/40.9282.011586.7940.361586.79pvc141560.000.03400.163789.031500.363/40.5710.881585.9025.901585.90151561.740.01580.0541527.441500.213/40.1900.051585.8524.111585.850.00141560.001585.9025.901585.90161559.020.02810.109957.071500.303/40.3810.351585.5626.541585.56pvc131546.431586.7940.361586.79171546.780.03850.1021039.701500.293/40.3570.421586.3739.591586.37pvc121540.371587.1246.751587.12181541.050.05050.088911.661500.283/40.3090.421586.6945.641586.69pvc191495.161569.9674.801569.96201508.350.05150.4611195.571500.493/41.6179.191560.7652.411560.76pvcTOTAL DISTRIBUCION:DE 1 1/2"=1519.5100m C-7.5DE 1"=707.8100m C-7.5

&C&11Mejoramiento del sistema de Agua Potable y Construccin del Sistema de Alcantarillado de la Localidad de San Pedro, distrito de Choros, provincia de Cutervo departamento de Cajamarca&R&A &P /&N

DIAMANTE 1DISEO HIDRAULICO DE AGUA POTABLEProyecto:MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE E INSTALACION DEL SISTEMA DE ALCANTARILLADO DE LA LOCALIDAD EL DIAMANTE, DISTRITO SAN JOSE DE LOURDES SAN IGNACIO CAJAMARCAUbicacinDISTRITO : SAN JOSE DE LOURDES - PROVINCIA : SAN IGNACIO- DEPARTAMENTO : CAJAMARCAFechaMARZO 2012DATOS GENERALESN CASAS=168QDA0.983 l/sQMD1.298 l/sQMH1.946 l/sLINEA DE CONDUCCIONELEMENTOCOTA TERRENO (m.s.n.m)LONGITUD (KM)CAUDAL (l/s)PENDIENTE (m/km)COEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIALVELOCIDAD DE FLUJOHfH PIEZOMETRICA DE INGRESOPRESION INGRESOH PIEZOMETRICA DE SALIDACLASE Y MATERIALCAPTACION1622.370.000.000.000.0000.000SEDIMENTADOR1603.000.12841.30150.921401.1520.641.3091621.06118.0611621.061PVC C-10PRE FILTRO1602.380.01171.3052.991401.4320.640.1191602.8810.5011602.881PVC C-10RESERVORIO1690.000.00921.30-9565.501400.0020.640.0931602.287-87.7131602.287PVC C-10TOTAL0.14920.000.0000.000LINEA DE ADUCCION Y RED DE DISTRIBUCIONELEMENTOCOTA TERRENO (m.s.n.m)LONGITUD (KM)CAUDAL (l/s)PENDIENTE (m/km)COEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIAL (")VELOCIDAD DE FLUJO (m/s)Hf (m)ALTURA PIEZOMETRICA DE INGRESOPRESION INGRESOALTURA PIEZOMETRICA DE SALIDACLASE Y MATERIALRESERVORIO1690.000.000.000.000.001690.0000.0001690.000PUNTO 011542.080.50001.9463295.8401401.171 1/21.7143.8151646.185NO CUMPLE1646.185PVC C-10PUNTO 011542.080.000.001646.185104.1051646.185PUNTO 021548.310.09560.154865.1741400.611NO CUMPLE0.5581645.627NO CUMPLE1645.627PVC C-7.50.00PUNTO 021548.310.001645.62797.3171645.627PUNTO 031553.410.17250.154829.5671400.721NO CUMPLE1.0071644.620NO CUMPLE1644.620PVC C-7.5PUNTO 011542.081646.185104.1051646.185PUNTO 041547.530.08661.791562.9111401.561 1/21.576.5121639.673NO CUMPLE1639.673PVC C-7.5PUNTO 041547.531639.6731639.673PUNTO 051550.760.02640.4509122.2561400.8010.891.1151638.558NO CUMPLE1638.558PVC C-7.5PUNTO 051550.761638.55887.7981638.558PUNTO 061570.430.06170.1724318.8521400.463/40.601.7841636.774NO CUMPLE1636.774PVC C-7.5PUNTO 061570.431636.77466.3441636.774PUNTO 071581.180.07820.1724137.5031400.543/40.602.2611634.513NO CUMPLE1634.513PVC C-7.5PUNTO 051550.761638.55887.7981638.558PUNTO 081545.530.05960.278587.7081400.721NO CUMPLE1.0321637.526NO CUMPLE1637.526PVC C-7.5PUNTO 081545.531637.5261637.526PUNTO 101549.550.07310.174155.0011400.663/40.612.1521635.375NO CUMPLE1635.375PVC C-7.5PUNTO 081545.531637.52691.9961637.526PUNTO 091542.020.05710.104461.4501400.533/4NO CUMPLE0.6541636.873NO CUMPLE1636.873PVC C-10PUNTO 041547.530.001639.67392.1431639.673PUNTO 111541.120.23821.340526.9071401.661 1/21.1810.4731629.199NO CUMPLE1629.199PVC C-7.5PUNTO 111541.121629.19988.0791629.199PUNTO 131546.430.03150.2646168.6251400.613/40.932.0121627.188NO CUMPLE1627.188PVC C-7.5PUNTO 131546.431627.18880.7581627.188PUNTO 171546.780.03850.10189.0961400.783/4NO CUMPLE0.4201626.768NO CUMPLE1626.768PVC C-7.5PUNTO 131546.431627.18880.7581627.188PUNTO 141560.000.03400.1628399.7051400.433/4NO CUMPLE0.8831626.304NO CUMPLE1626.304PVC C-7.5PUNTO 141560.001626.30466.3041626.304PUNTO 161559.020.02810.108534.8881400.613/4NO CUMPLE0.3451625.959NO CUMPLE1625.959PVC C-7.5PUNTO 111541.121629.19988.0791629.199PUNTO 121540.370.00801.076093.9851401.1812.121.6831627.517NO CUMPLE1627.517PVC C-7.5PUNTO 121540.371627.51787.1471627.517PUNTO 181541.050.05050.088213.4571400.683/4NO CUMPLE0.4231627.094NO CUMPLE1627.094PVC C-7.5PUNTO 121540.371627.51787.1471627.51745.21PUNTO 191495.160.68670.987865.8391401.231 1/20.8717.1591610.358NO CUMPLE1610.358PUNTO 191495.161610.358115.1981610.358PUNTO 201508.350.05150.4610255.9671400.703/41.629.1931601.165NO CUMPLE1601.165PUNTO 191495.161610.358115.1981610.358PUNTO 211502.600.09560.526877.8321400.943/41.8521.8331588.525NO CUMPLE1588.525TOTAL CONDUCCION149.210 mlTOTAL ADUCCION500.000 mlmlTOTAL DISTRIBUCION1973.380 mlmlTOTAL TUBERIA2622.590 mlml

DIAMANTE BORR.DISEO HIDRAULICO DE AGUA POTABLEProyecto:MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE E INSTALACION DEL SISTEMA DE ALCANTARILLADO DE LA LOCALIDAD EL DIAMANTE, DISTRITO SAN JOSE DE LOURDES SAN IGNACIO CAJAMARCAUbicacinDISTRITO : SAN JOSE DE LOURDES - PROVINCIA : SAN IGNACIO- DEPARTAMENTO : CAJAMARCAFechaMARZO 2012DATOS GENERALESN CASAS=168QDA0.983 l/sQMD1.298 l/sQMH1.946 l/sLINEA DE CONDUCCIONELEMENTOCOTA TERRENO (m.s.n.m)LONGITUD (KM)CAUDAL (l/s)PENDIENTE (m/km)COEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIALVELOCIDAD DE FLUJOHfH PIEZOMETRICA DE INGRESOPRESION INGRESOH PIEZOMETRICA DE SALIDACLASE Y MATERIALCAPTACION1622.370.000.000.000.0000.000SEDIMENTADOR1603.000.12841.30150.921401.1520.641.3091621.06118.0611621.061PVC C-10PRE FILTRO1602.380.01171.3052.991401.4320.640.1191602.8810.5011602.881PVC C-10RESERVORIO1690.000.00921.30-9565.501400.0020.640.0931602.287-87.7131602.287PVC C-10TOTAL0.14920.000.0000.000LINEA DE ADUCCION Y RED DE DISTRIBUCIONELEMENTOCOTA TERRENO (m.s.n.m)LONGITUD (KM)CAUDAL (l/s)PENDIENTE (m/km)COEFICIENTE DE HAZEN CDIAMETRO (")DIAMETRO COMERCIAL (")VELOCIDAD DE FLUJO (m/s)Hf (m)ALTURA PIEZOMETRICA DE INGRESOPRESION INGRESOALTURA PIEZOMETRICA DE SALIDACLASE Y MATERIALRESERVORIO1690.000.000.000.000.001690.0000.0001690.000PUNTO 011542.080.50001.9463295.8401401.171 1/21.7143.8151646.185104.1051646.185PVC C-10PUNTO 011542.080.000.001646.185104.1051646.185PUNTO 021548.310.09560.154865.1741400.611NO CUMPLE0.5581645.62797.3171645.627PVC C-7.50.00PUNTO 021548.310.001645.62797.3171645.627PUNTO 031553.410.17250.154829.5671400.721NO CUMPLE1.0071644.62091.2101644.620PVC C-7.5PUNTO 011542.081646.185104.1051646.185PUNTO 041547.530.08661.791562.9111401.561 1/21.576.5121639.67392.1431639.673PVC C-7.5PUNTO 041547.531639.6731639.673PUNTO 051550.760.02640.4509122.2561400.8010.891.1151638.55887.7981638.558PVC C-7.5PUNTO 051550.761638.55887.7981638.558PUNTO 061570.430.06170.1724318.8521400.463/40.601.7841636.77466.3441636.774PVC C-7.5PUNTO 061570.431636.77466.3441636.774PUNTO 071581.180.07820.1724137.5031400.543/40.602.2611634.51353.3331634.513PVC C-7.5PUNTO 051550.761638.55887.7981638.558PUNTO 081545.530.05960.278587.7081400.721NO CUMPLE1.0321637.52691.9961637.526PVC C-7.5PUNTO 081545.531637.5261637.526PUNTO 101549.550.07310.174155.0011400.663/40.612.1521635.37585.8251635.375PVC C-7.5PUNTO 081545.531637.52691.9961637.526PUNTO 091542.020.05710.104461.4501400.533/4NO CUMPLE0.6541636.87394.8531636.873PVC C-10PUNTO 041547.530.001639.67392.1431639.673PUNTO 111541.120.23821.340526.9071401.661 1/21.1810.4731629.19988.0791629.199PVC C-7.5PUNTO 111541.121629.19988.0791629.199PUNTO 131546.430.03150.2646168.6251400.613/40.932.0121627.18880.7581627.188PVC C-7.5PUNTO 131546.431627.18880.7581627.188PUNTO 171546.780.03850.10189.0961400.783/4NO CUMPLE0.4201626.76879.9881626.768PVC C-7.5PUNTO 131546.431627.18880.7581627.188PUNTO 141560.000.03400.1628399.7051400.433/4NO CUMPLE0.8831626.30466.3041626.304PVC C-7.5PUNTO 141560.001626.30466.3041626.304PUNTO 161559.020.02810.108534.8881400.613/4NO CUMPLE0.3451625.95966.9391625.959PVC C-7.5PUNTO 111541.121629.19988.0791629.199PUNTO 121540.370.00801.076093.9851401.1812.121.6831627.51787.1471627.517PVC C-7.5PUNTO 121540.371627.51787.1471627.517PUNTO 181541.050.05050.088213.4571400.683/4NO CUMPLE0.4231627.09486.0441627.094PVC C-7.5PUNTO 121540.371627.51787.1471627.517PUNTO 191495.160.68670.987865.8391401.231 1/20.8717.1591610.358115.1981610.358PUNTO 191495.161610.358115.1981610.358PUNTO 201508.350.05150.4610255.9671400.703/41.629.1931601.16592.8151601.165PUNTO 191495.161610.358115.1981610.358PUNTO 211502.600.09560.526877.8321400.943/41.8521.8331588.52585.9251588.525TOTAL CONDUCCION149.210 mlTOTAL ADUCCION500.000 mlmlTOTAL DISTRIBUCION1973.380 mlmlTOTAL TUBERIA2622.590 mlml