DISEO HIDRAULICOPROYECTO: "INSTALACION DEL SERVICIO DE AGUA POTABLE DEL CENTRO POBLADO DE VISTA ALEGRE PARTE ALTA, DISTRITO DE TUMBADEN - SAN PABLO - CAJAMARCA"

DISEO DE LA LINEA DE CONDUCCION Y RED DE DISTRIBUCION

Datos:RIRIIPerodo de diseo=2020aosTasa de crecimiento anual =1.81.8% (fuente: INEI)Cantidad de familias=923Nmero de personas por familia=55(fuente: INEI)

Poblacin actual=45115habitantesPoblacin futura=61156habitantes

Dotacin=8080L/p/d, arrastre hidrulicoCoeficiente de variacin diaria (K1)=1.31.3Coeficiente de variacin horaria (K2)=2.02.01/2Caudal medio o promedio (Qm)=0.0570.145L/s3/4Prdidas fsicas20.00020.000% Sector Saneamiento1Caudal promedio (Qproduccin) 0.0710.181L/s1 1/2Caudal mximo diario (Qmd)=0.0920.235L/s2Caudal mximo horario (Qmh)=0.1420.362L/s3Caudal aforado=Ok0.1700.540OkAforos

Caudal mximo diario debe ser menor o igual al caudal de la fuenteSegn la Norma Tcnica Peruana OS.050 (apartado 4.4), el lmite de velocidades es:Caudalpromedio sirve para calcular el volumen del reservorio (incluye % de prdidas fsicas de agua)Caudal mximo diario sirve para calcular la captacin, lnea de conduccin, planta de tratamientoVelocidad mxima=3.00m/sCaudal mximo horario sirve para calcular red de distribucin y linea de aduccinVelocidad mnima=0.60m/s-Segn la Norma Tcnica Peruana OS.050 (apartado 4.5), el lmite de presiones es:CRPCamara Rompe PresinPresin mxima =50.00m.c.aTRCTuberia Rompe CargaPresin mnima =3.50m.c.aERPElemento Rompe Presin

CLCULO HIDRULICO DE LA RED -SISTEMA RAMIFICADO

RAMAL 01 CAPTACION 01 (C1) - MARIN INFANTE REVILLA (I1)

TramoCota TerrenoLongitudLongitudCaudal L/sDiametroVelocidadPerdida de cargaCota PiezomtricaPresinERPInicialFinalL. PlanoL. RealN Fam.Q. Diseo(pulg)(m/s)V VHf Unit (m/m)Hf Tramo (m/m)InicialFinalInicialFinalV PERPC1-13420.473414.0069.1169.4190.1423/40.50No0.0201.403420.473419.070.005.07Ok-1-A13414.003401.5759.4860.7710.0161/20.12No0.0020.153419.073418.925.0717.35Ok-1-23414.003413.4546.3846.3880.1263/40.44No0.0160.753419.073418.325.074.87Ok-2-B13413.453415.2822.6122.6910.0161/20.12No0.0020.063418.323418.264.872.98No-2-33413.453384.69667.26667.8870.1103/40.39No0.0138.453418.323409.874.8725.18Ok-3-C13384.693378.4072.5572.8210.0161/20.12No0.0020.183409.873409.6925.1831.29Ok-3-43384.693385.2021.5121.5260.0943/40.33No0.0100.203409.873409.6725.1824.47Ok-4-D13385.203391.8143.4143.9110.0161/20.12No0.0020.113409.673409.5624.4717.75Ok-4-53385.203384.45145.58145.5850.0793/40.28No0.0070.993409.673408.6824.4724.23Ok-5-E13384.453379.93245.42245.4610.0161/20.12No0.0020.613408.683408.0724.2328.14Ok-5-TRC-13384.453369.78108.82109.8040.0633/40.22No0.0040.493408.683408.1824.2338.40OkTRCTRC-1-63369.783368.1411.0411.1640.0633/40.22No0.0040.053381.303381.2511.5213.11Ok-6-F13368.143363.77104.93105.0210.0161/20.12No0.0020.263381.253380.9913.1117.22Ok-6-73368.143359.8574.7875.2430.0473/40.17No0.0030.203381.253381.0513.1121.20Ok-7-G13359.853349.45125.08125.5110.0161/20.12No0.0020.313381.053380.7421.2031.29Ok-7-83359.853356.2931.1531.3520.0313/40.11No0.0010.043381.053381.0121.2024.72Ok-8-H13356.293357.3723.7323.7610.0161/20.12No0.0020.063381.013380.9524.7223.58Ok-8-I13356.293348.23127.06127.3210.0161/20.12No0.0020.323381.013380.7024.7232.47Ok-

CONDUCCIN: CAPTACIN 2 (C2) - RESERVORIO 1 (R1)

TramoCota TerrenoLongitudLongitudCaudal L/sDiametroVelocidadPerdida de cargaCota PiezomtricaPresinERPInicialFinalL. PlanoL. RealN Fam.Q. Diseo(pulg)(m/s)Hf Unit (m/m)Hf Tramo (m/m)InicialFinalInicialFinalV PERPC2-R13382.983378.60356.11356.13230.3621 1/20.32No0.0041.403382.983381.580.002.98No-RAMAL 02 RESERVORIO 1 (R1) - PEPE BARRANTES RUIZ (E2)

TramoCota TerrenoLongitudLongitudCaudal L/sDiametroVelocidadPerdida de cargaCota PiezomtricaPresinERPInicialFinalL. PlanoL. RealN Fam.Q. Diseo(pulg)(m/s)Hf Unit (m/m)Hf Tramo (m/m)InicialFinalInicialFinalV PERPR1-93378.603365.07551.34551.5150.07910.16No0.0020.93378.603377.680.0012.61Ok-9-A23365.073348.23121.86123.0210.0161/20.12No0.0020.313377.683377.3712.6129.14Ok-9-103365.073361.6990.3890.4440.0633/40.22No0.0040.413377.683377.2712.6115.58Ok-10-B23361.693364.3844.0844.1610.0161/20.12No0.0020.113377.273377.1615.5812.78Ok-10-113361.693355.96128.95129.0830.0473/40.17No0.0030.343377.273376.9315.5820.97Ok-11-C23355.963355.859.629.6210.0161/20.12No0.0020.023376.933376.9120.9721.06Ok-11-TRC-23355.963340.63162.26162.9820.0313/40.11No0.0010.203376.933376.7320.9736.10OkCRPTRC-2123340.633337.8617.8318.0420.0313/40.11No0.0010.023340.633340.610.002.75No-12-D23337.863334.5148.6148.7210.0161/20.12No0.0020.123340.613340.492.755.98Ok-12-E23337.863312.87206.14207.6510.0161/20.12No0.0020.523340.613340.092.7527.22Ok-RAMAL 03 RESERVORIO 1 (R1) - FERMN CRUZADO VSQUEZ (S2)

TramoCota TerrenoLongitudLongitudCaudal L/sDiametroVelocidadPerdida de cargaCota PiezomtricaPresinERPInicialFinalL. PlanoL. RealN Fam.Q. Diseo(pulg)(m/s)Hf Unit (m/m)Hf Tramo (m/m)InicialFinalInicialFinalV PERPR1-133378.603373.55132.57132.67180.2831 1/20.25No0.0020.33378.603378.270.004.72Ok-13-F23373.553365.60155.94156.1410.0161/20.12No0.0020.393378.273377.884.7212.28Ok-13-143373.553367.53109.58109.74170.26810.53No0.0161.773378.273376.504.728.97Ok-14-G23367.533364.5960.6260.6910.0161/20.12No0.0020.153376.503376.358.9711.76Ok-14-153367.533366.1627.9327.96160.25210.50No0.0140.403376.503376.108.979.94Ok-15-H23366.163364.9921.7021.7410.0161/20.12No0.0020.053376.103376.049.9411.05Ok-15-163366.163364.7657.2857.30150.23610.47No0.0130.733376.103375.379.9410.61Ok-16I23364.763364.3886.6286.6210.0161/20.12No0.0020.223375.373375.1510.6110.77Ok-16-173364.763364.4425.0825.08140.22010.43No0.0110.283375.373375.0810.6110.64Ok-17-J23364.443364.6928.2328.2310.0163/40.06No0.0000.013375.083375.0710.6410.38Ok-17183364.443364.118.788.79130.20510.40No0.0100.093375.083375.0010.6410.89Ok-18-K23364.113369.3025.8226.3310.0161/20.12No0.0020.073375.003374.9310.895.63Ok-18-193364.113362.26106.82106.84120.18910.37No0.0080.903375.003374.0910.8911.83Ok-19L23362.263362.5515.9815.9810.0161/20.12No0.0020.043374.093374.0511.8311.50Ok-19-203362.263362.26245.71245.71110.17310.34No0.0071.773374.093372.3211.8310.06Ok-20-M23362.263363.1666.0666.0710.0161/20.12No0.0020.163372.323372.1610.069.00Ok-20-213362.263361.4425.6025.61100.1573/40.55No0.0240.633372.323371.7010.0610.26Ok-21N23361.443357.9864.7664.8510.0161/20.12No0.0020.163371.703371.5410.2613.56Ok-21-223361.443346.38267.05267.4790.1423/40.50No0.0205.393371.703366.3110.2619.93Ok-22-O23346.383346.7024.5124.5210.0161/20.12No0.0020.063366.313366.2519.9319.55Ok-22-233346.383332.70180.77181.2880.1263/40.44No0.0162.943366.313363.3719.9330.67Ok-23-243332.703326.3091.3191.5350.0793/40.28No0.0070.623363.373362.7530.6736.45Ok-24-P23326.303327.2049.9349.9410.0161/20.12No0.0020.123362.753362.6336.4535.43Ok-24-253326.303325.1067.7967.8040.0633/40.22No0.0040.303362.753362.4536.4537.35Ok-25-VP-13325.103324.3319.5619.5720.0313/40.11No0.0010.023362.453362.4237.3538.09Ok-VP-1-VA-13324.333356.17622.51623.3220.0313/40.11No0.0010.783362.423361.6538.095.48Ok-VA-1-263356.173346.56123.74124.1120.0313/40.11No0.0010.153361.653361.495.4814.93Ok-26-Q23346.563347.3120.4320.4410.0161/20.12No0.0020.053361.493361.4414.9314.13Ok-26-S23346.563324.76100.17102.5110.0161/20.12No0.0020.253361.493361.2414.9336.48Ok-

22-233346.383332.70180.77181.2880.1263/40.44No0.0162.943366.313363.3719.9330.67Ok-23-273332.703324.9752.1452.7130.0473/40.17No0.0030.143363.373363.2330.6738.26Ok-27T23324.973325.0636.7536.7510.0161/20.12No0.0020.093363.233363.1438.2638.08Ok-27-CRP7-13324.973321.7119.9220.1920.0313/40.11No0.0010.033363.233363.2138.2641.50OkCRPCRP7-1-283321.713317.9616.0416.4820.0313/40.11No0.0010.023321.713321.690.003.73Ok-28-U23317.963303.4248.9551.0610.0161/20.12No0.0020.133321.693321.563.7318.14Ok-28-V23317.963283.61104.56110.0510.0161/20.12No0.0020.273321.693321.423.7337.81Ok-

24-253326.303325.1067.7967.8040.0633/40.22No0.0040.303362.753362.4536.4537.35Ok-25-TRC-33325.103317.12198.76198.9220.0313/40.11No0.0010.253362.453362.2037.3545.08OkCRPTRC-3-293317.123309.78104.61104.8720.0313/40.11No0.0010.133317.123316.990.007.21Ok-29-W23309.783309.21170.60170.6010.0161/20.12No0.0020.423316.993316.577.217.36Ok-29-X23309.783301.90187.00187.1610.0161/20.12No0.0020.473316.993316.527.2114.62Ok-METRADO DE TUBERIA1/22,511.91m3/43,650.05m11,132.93m1 1/2488.80m20.0m30.0m7,783.69ml

&G&"-,Negrita"&9EXPEDIENTE TECNICO INSTALACIN DEL SISTEMA DE AGUA POTABLE Y UNIDADES BASICAS DE SANEAMIENTO DEL CENTRO POBLADO VISTA ALEGRE PARTE ALTA, DISTRITO DE TUMBADEN - SAN PABLO - CAJAMARCA&G

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