Hoja3Periodo de Diseo=20aosPoblacion Referencial 011993=500habPoblacion Referencial 022007=600habCalculo de Tasa de Crecimiento=1.43%Tasa de Crecimiento Asumido=1.90%N de familias=72famDensidad por Familias=5hab/famPorcentaje de Perdidas=10%Poblacion Actaul=360Poblacion Futura=497Dotacin=80lts/hab/diaCoeficiente de Viariacion Diaria (K1)=1.3Coeficiente de Viariacion Horaria (K1)=2Caudal Medio (Qm)=0.4601851852lts/segCaudal de Produccin (Qp)=0.51lts/segCaudal de Maximo Diario (Qmd)=0.66lts/segCaudal de Maximo Horario (Qmh)=1.02lts/segVolumen de Reservorio=11.04m3Volumen de Reservorio Adoptado=12.00m3C=140PUNTOCOTALONGITUDCAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.CAP192811916350.660.7418.7412.001.313.261924.74121904760.660.88116.9324.001.317.071917.68231892460.660.79131.7236.001.314.281913.403418801000.660.93138.7048.001.319.301904.104518681250.660.98148.3760.001.3111.631892.475618561200.660.97160.8472.001.3111.161881.316718441200.660.97172.8484.001.3111.161870.15791832980.660.93186.8996.001.319.111861.0391018201200.660.97196.84108.001.3111.161849.8710111808850.660.901112.09120.001.317.911841.9711121796960.660.931123.07132.001.318.931833.0412PUNTOCOTALONGITUDCAUDAL UNIN CONEXICAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segUndlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.RES1830A182416.50.0142721.020.871.55.586.000.900.421829.58AB180759.80.0142721.020.92110.6623.002.0212.341817.24BC17851310.0142220.310.65141.9845.000.623.021814.23CE17811090.014280.110.610.537.7149.000.9011.291802.94EE17691250.01420.000.00161.0061.000.000.001802.94EF17571200.01420.000.00173.0073.000.000.001802.94FG17451200.01420.000.00185.0085.000.000.001802.94GH1733980.01420.000.00197.0097.000.000.001802.94HI17211200.01420.000.001109.00109.000.000.001802.94IJ1709850.01420.000.001121.00121.000.000.001802.94JK1697960.01420.000.001133.00133.000.000.001802.94KPUNTOCOTALONGITUDCAUDAL UNIN CONEXICAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segUndlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.C17851814.17D1782360.014240.060.400.546.9748.000.451.031813.14DB176559.80.014200.000.00165.0065.000.000.001813.14BC17601310.014200.000.00170.0070.000.000.001813.14CD17551090.014200.000.000.575.0075.000.000.001813.14DPUNTOCOTALONGITUDCAUDAL UNIN CONEXICAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segUndlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.B18071817.19F17931110.0142440.620.90127.7937.001.239.211807.98FG178176.60.0142300.430.75145.8749.000.843.131804.85GH1783840.0142200.280.940.7540.4247.001.006.581798.27HI1788128.30.0142120.170.700.513.8642.001.3528.141770.13ID17861090.014200.000.001.544.0044.000.000.001770.13DD17841090.014200.000.002.546.0046.000.000.001770.13DD17821090.014200.000.003.548.0048.000.000.001770.13DD17801090.014200.000.004.550.0050.000.000.001770.13DD17781090.014200.000.005.552.0052.000.000.001770.13DD17761090.014200.000.006.554.0054.000.000.001770.13DD17741090.014200.000.007.556.0056.000.000.001770.13DD17721090.014200.000.008.558.0058.000.000.001770.13DD17701090.014200.000.009.560.0060.000.000.001770.13DPROYECTISTA: No. de tramos: 9No. de nodos: 10TRAMOLONGITUDDIAMETRODIAMETROCOEF.GASTOGASTOVELOCIDADPERDIDA DE CARGA(m)COTA DE T.N.(m)COTA PIEZOMETRICA(m)CARGA DISPONIBLE(m)Dea(m)INTERIOR(mm)EFECTIVO(mm)H-WILLIAMSINICIAL(lps)FINAL(lps)(m/s)TUBERIAADICIONALINICIALFINALINICIALFINALINICIALFINAL1216.538.138.11251.021.020.8950.54201830182418301829.45805.4582359.825.425.41251.021.022.01314.160182418071829.4581815.2985.4588.2983813125.425.41250.3120.3120.6153.4520180717851815.2981811.8468.29826.8463411125.425.41250.6230.6231.2310.5590180717931815.2981804.7398.29811.7394576.625.425.41250.4250.4250.8393.5850179317811804.7391801.15411.73920.154564819.119.11250.2830.2830.9894.250178117831801.1541796.90520.15413.90567128.312.712.71250.170.171.34232.1880178317881796.9051764.71713.905-23.28381010912.712.71250.1130.1130.89512.9060178517811811.8461798.9426.84617.94893612.712.71250.0570.0570.4471.1810178517821811.8461810.66526.84628.665https://www.youtube.com/watch?v=4RzUPKEH66o

Hoja3 (2)Periodo de Diseo=20aosPoblacion Referencial 011993=500habPoblacion Referencial 022007=600habCalculo de Tasa de Crecimiento=1.43%Tasa de Crecimiento Asumido=1.90%N de familias=72famDensidad por Familias=5hab/famPorcentaje de Perdidas=10%Poblacion Actaul=360Poblacion Futura497=497Dotacin=80lts/hab/diaCoeficiente de Viariacion Diaria (K1)=1.3Coeficiente de Viariacion Horaria (K1)=2Caudal Medio (Qm)=0.4601851852lts/segCaudal de Produccin (Qp)=0.51lts/segCaudal de Maximo Diario (Qmd)=0.66lts/segCaudal de Maximo Horario (Qmh)=1.02lts/segVolumen de Reservorio=11.04m3

Volumen de Reservorio Adoptado=12.00m3C=140PUNTOCOTALONGITUDCAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.CAP192811916350.660.7418.7412.001.313.261924.74121904760.660.88116.9324.001.317.071917.68231892460.660.79131.7236.001.314.281913.403418801000.660.93138.7048.001.319.301904.104518681250.660.98148.3760.001.3111.631892.475618561200.660.97160.8472.001.3111.161881.316718441200.660.97172.8484.001.3111.161870.15791832980.660.93186.8996.001.319.111861.0391018201200.660.97196.84108.001.3111.161849.8710111808850.660.901112.09120.001.317.911841.9711121796960.660.931123.07132.001.318.931833.0412PUNTOCOTALONGITUDCAUDAL UNIN CONEXICAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segUndlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.RES1830A182416.50.0142721.020.871.55.536.000.900.471829.53AB180759.80.0142721.020.92110.6623.002.0212.341817.19BC17851310.0142220.310.65141.9845.000.623.021814.17CE17811090.014280.110.610.537.7149.000.9011.291802.88EE17691250.01420.000.00161.0061.000.000.001802.88EF17571200.01420.000.00173.0073.000.000.001802.88FG17451200.01420.000.00185.0085.000.000.001802.88GH1733980.01420.000.00197.0097.000.000.001802.88HI17211200.01420.000.001109.00109.000.000.001802.88IJ1709850.01420.000.001121.00121.000.000.001802.88JK1697960.01420.000.001133.00133.000.000.001802.88KPUNTOCOTALONGITUDCAUDAL UNIN CONEXICAUDALDIAMETRODIAMETROPRESION DINPRESION ESTVELOCIDADHfNIVEL PIEZ.PUNTOm.s.n.m.mlts/segUndlts/segpulgpulgm.c.a.m.c.a.m/smm.s.n.m.B18071817.19F17931110.0142440.620.90127.7937.001.239.211807.98FG178176.60.0142300.430.75145.8749.000.843.131804.85GH1783840.0142200.28ERROR:#NUM!0.7540.4247.001.006.581798.27HI1788128.30.0142120.17ERROR:#NUM!0.513.8642.001.3528.141770.13ID17861090.014200.000.001.544.0044.000.000.001770.13DD17841090.014200.000.002.546.0046.000.000.001770.13DD17821090.014200.000.003.548.0048.000.000.001770.13DD17801090.014200.000.004.550.0050.000.000.001770.13DD17781090.014200.000.005.552.0052.000.000.001770.13DD17761090.014200.000.006.554.0054.000.000.001770.13DD17741090.014200.000.007.556.0056.000.000.001770.13DD17721090.014200.000.008.558.0058.000.000.001770.13DD17701090.014200.000.009.560.0060.000.000.001770.13D