model 01CUADRO DE DISEO DE REDES RURALES DE AGUA POTABLE PARA SISTEMA ABIERTO TRAMOCOTA TERRENOCAUDALLONGITUDmmVELOCIDADPERDIDA CARGACOTA PIEZOMETRICAPRESINC. Inicial (m)C. Final(m)Tramo (lt/s)diseoQ pot. 1.852d. interior (tabla)d. pot. 2d. pot. 4.871Spot. 0.54hfmnimoen pulg.en mm0.60 m/s - 5m/sInicialFinalInicialFinalRes-CRP400039002.31480.000013400.0032.062 "54.200.0030.00000071.0030.2500.4737.6924000.0003992.3080.00092.308CRP-A39003885-2.31480.000013200.0041.042"54.200.0030.00000071.0030.0750.2473.8463900.0003896.1540.00011.154A-B388538700.01.73610.00000840.0026.442"54.200.0030.00000070.7520.3750.5890.4513896.1543895.70311.15425.703A-E388538810.57870.57870.00000180.0026.341"29.400.0010.00000000.8520.0500.1982.3233896.1543893.83111.15412.831B-F387038600.57870.57870.000001150.0024.831"29.400.0010.00000000.8520.0670.2324.3563895.7033891.34725.70331.347B-C387038650.01.15740.00000450.0029.732"54.200.0030.00000070.5020.1000.2880.2663895.7033895.43625.70330.436C-G386538550.11570.11570.000000160.0013.653/4"22.900.0010.00000000.2810.0630.2240.7963895.4363894.64030.43639.640colocar vlvula compuertaC-D386538640.34721.04170.000003120.0047.562"54.200.0030.00000070.4510.0080.0750.5263895.4363894.91030.43630.910D-H386438580.57870.57870.000001120.0026.341"29.400.0010.00000000.8520.0500.1983.4843894.9103891.42630.91033.426D-I386438500.11570.11570.00000018.008.143/4"22.900.0010.00000000.2810.7780.8730.0903894.9103894.82130.91044.821colocar vlvula compuerta2.3148analizar datos segn graficoDelegir segn tablaVanalizar datos segn grafico

C150.00D32.057743935432057.74mm okC pot. 1.85210718.1791487029POBLACIN1000hab.hallamos velocidadQ= V*AentoncesV=Q/AQm=1.16lt/sconsumo medioDOTACION100lt/hab/daV1.00329m/s ok=============================================================================================se utiliza un 130% del consumo diarioQmd=1.50lt/sconsumo maximo diariohallamos la perdida de carga hfcuando no se cuenta con datos1.3hf7.6920084772m ok=============================================================================================usar K:para poblaciones rurales (menor) a 1000 hab K22.00^para poblaciones rurales de 1000-2000 hab. K2 =2.5para poblaciones rurales mayor a 10000 hab. K2 =1.8Qmh=2.3148lt/sconsumo maximo horario

CALCULO DEL GASTO POR TRAMOTRAMO# hab/ tramocaudal (lt/s)/tramoRES-CRP-CRP-A-A-B00.0A-E2500.579B-F2500.579B-C00.0C-G500.116C-D1500.347D-H2500.579D-I500.116TOTAL10002.3148

CONSUMO UNITARIO:0.0023148

pract. 01CUADRO DE DISEO DE REDES RURALES DE AGUA POTABLE PARA SISTEMA ABIERTO TRAMOCOTA TERRENOCAUDALLONGITUDmmVELOCIDADPERDIDA CARGACOTA PIEZOMETRICAPRESINC. Inicial (m)C. Final(m)Tramo (lt/s)diseoQ pot. 1.852d. interior (tabla)d. pot. 2d. pot. 4.871Spot. 0.54hfmnimoen pulg.en mm0.60 m/s - 5m/sInicialFinalInicialFinalRes-CRP425042250.00000.00.0250.000.002 "54.200.0030.00000070.00.1000.2880.0004250.0004250.0000.00025.000CRP-A422542100.00000.00.0150.000.002"54.200.0030.00000070.00.1000.2880.0004225.0004225.0000.00015.000A-B421042050.00000.00.0100.000.002"54.200.0030.00000070.00.0500.1980.0004225.0004225.00015.00020.000A-C421042050.00000.00.0100.000.002"54.200.0030.00000070.00.0500.1980.0004225.0004225.00015.00020.000C-D420541950.00000.00.0110.000.002"54.200.0030.00000070.00.0910.2740.0004225.0004225.00020.00030.000C-E420541970.00000.00.045.000.002"54.200.0030.00000070.00.1780.3930.0004225.0004225.00020.00028.000E-F418541790.00000.00.070.000.001 1/2"43.400.0020.00000020.00.0860.2650.0004225.0004225.00040.00046.000E-G418541810.00000.00.050.000.002"54.200.0030.00000070.00.0800.2560.0004225.0004225.00040.00044.000G-H416541630.00000.00.0120.000.001 1/2"43.400.0020.00000020.00.0170.1100.0004225.0004225.00060.00062.000colocar vlvula compuertaG-I416541610.00000.00.090.000.002"54.200.0030.00000070.00.0440.1860.0004225.0004225.00060.00064.000colocar vlvula compuertaI-J414541350.00000.00.060.000.003/4"22.900.0010.00000000.00.1670.3800.0004225.0004225.00080.00090.000colocar vlvula compuerta0.0analizar datos segn graficoDelegir segn tablaVanalizar datos segn grafico

C150.00D00.00mm okC pot. 1.85210718.1791487029POBLACINhab.hallamos velocidadQ= V*AentoncesV=Q/AQm=0.00lt/sconsumo medioDOTACIONlt/hab/daV0.0m/s ok=============================================================================================se utiliza un 130% del consumo diarioQmd=0.00lt/sconsumo maximo diariohallamos la perdida de carga hfcuando no se cuenta con datos1.3hf0m ok=============================================================================================usar K:para poblaciones rurales (menor) a 1000 hab K22.00^para poblaciones rurales de 1000-2000 hab. K2 =2.5para poblaciones rurales mayor a 10000 hab. K2 =1.8Qmh=0.0lt/sconsumo maximo horario

CALCULO DEL GASTO POR TRAMOTRAMO# hab/ tramocaudal (lt/s)/tramoRes-CRP-CRP-A-A-B1000.0A-C2500.0C-D2000.0C-E00.0E-F450.0E-G300.0G-H3000.0G-I1000.0I-J600.0TOTAL10850.0

CONSUMO UNITARIO:0.0

pract. 02CUADRO DE DISEO DE REDES RURALES DE AGUA POTABLE PARA SISTEMA ABIERTO TRAMOCOTA TERRENOCAUDALLONGITUDmmVELOCIDADPERDIDA CARGACOTA PIEZOMETRICAPRESINC. Inicial (m)C. Final(m)Tramo (lt/s)diseoQ pot. 1.852d. interior (tabla)d. pot. 2d. pot. 4.871Spot. 0.54hfmnimoen pulg.en mm0.60 m/s - 5m/sInicialFinalInicialFinalRes-CRP 13500349002.52780.00001580.0038.212 "54.200.0030.00000071.0960.1250.3251.8113500.0003498.1890.0008.189CRP 1-CRP 23490347502.52780.00001570.0034.212"54.200.0030.00000071.0960.2140.4351.5843490.0003488.4160.00013.416CRP 2-CRP 33475346002.52780.00001560.0033.152"55.200.0030.00000071.0560.2500.4731.2423475.0003473.7580.00013.758CRP 3-A3460345802.52780.000015300.0069.733"80.100.0060.00000460.5020.0070.0671.0133460.0003458.9870.0000.987A-B345834560.18055555562.37730.000014100.0054.382 1/2"66.000.0040.00000180.6950.0200.1210.7743458.9873458.2130.9872.213A-F345834560.1504629632.19680.000012100.0052.773"80.100.0060.00000460.4360.0200.1210.2603458.9873458.7270.9872.727F-E345634550.36111111110.96300.00000380.0042.481 1/2"43.400.0020.00000020.6510.0130.0940.8953458.7273457.8322.7272.832E-C345534540.30092592590.60190.00000170.0034.571 1/2"43.400.0020.00000020.4070.0140.1010.3283457.8323457.5042.8323.504E-D345534540.30092592590.30090.00000090.0027.971 1/2"43.400.0020.00000020.2030.0110.0880.1173457.8323457.7152.8323.715F-G345634500.60185185191.23380.000004150.0036.763"80.100.0060.00000460.2450.0400.1760.1343458.7273458.5922.7278.592G-H345034470.45138888890.63190.000001120.0031.401 1/2"43.400.0020.00000020.4270.0250.1360.6153458.5923457.9778.59210.977G-I345034450.18055555560.18060.000000100.0016.923"80.100.0060.00000460.0360.0500.1980.0033458.5923458.5908.59213.5902.5278analizar datos segn graficoDelegir segn tablaVanalizar datos segn grafico

C150.00D38.214564380938214.56mm okC pot. 1.85210718.1791487029POBLACIN840hab.hallamos velocidadQ= V*AentoncesV=Q/AQm=1.26lt/sconsumo medioDOTACION130lt/hab/daV1.09560m/s ok=============================================================================================se utiliza un 130% del consumo diarioQmd=1.64lt/sconsumo maximo diariohallamos la perdida de carga hfcuando no se cuenta con datos1.3hf1.8107482582m ok=============================================================================================usar K:para poblaciones rurales (menor) a 1000 hab K22.00^para poblaciones rurales de 1000-2000 hab. K2 =2.5para poblaciones rurales mayor a 10000 hab. K2 =1.8Qmh=2.5278lt/sconsumo maximo horario

CALCULO DEL GASTO POR TRAMOTRAMO# hab/ tramocaudal (lt/s)/tramoRES-CRP-CRP 1-A-CRP 2-A-CRP 3-A-A-B600.18A-F500.150F-E1200.361E-C1000.301E-D1000.301F-G2000.602G-H1500.451G-I600.181TOTAL8402.5278

CONSUMO UNITARIO:0.0030093