Hoja1D.futura=133.74l/hab/diaDo=90l/hab/diat1paDensi. fut=200hab/haPo=1200habdagua1000k/m3cp0.8(60-80)%AREA=4.064HAg9.81m/s2Qi l/s/mtd. =20 aosQe0.110%Qmax Pf=688habn0.013

123456789101112131415161718192021222324252627282930313233343536CmaraIdentificacin del rea propiaCAUDALESDISEOCONDICIONES REALES DE FLUJOLongitud (m)Area tributariaMaxima agua residual domesticaconexiones erradasinfiltracionQmaxcotasPte. Del conductoDimetroRelacin de CaudadVelocidad realRelacin de TiranteTensin TractivaDeAPropioAcumuladoPropioAcumuladoq unitq unit rpropiopropio racumacum rpropioacumpropioacumterrenosoleraCalAdoplLaAquququ*aqu*aqu*Aqu*AQceQceQinfQinf12+15+17inicialfinalinicialfinalSDDDyalfpMaHrHQQo/Qfvy/D>=0,10k/m2NNTramommHaHal/s*hal/s*hal/sl/sl/sl/sl/sl/sl/sl/sl/smsnmmsnmmsnmmsnmm/mm"mmmm2ml/sm/skg/m212T158.758.70.050.051.8880.2460.0940.0120.0940.0120.0090.0090.0470.0470.1512956.362954.8898.598.10.0130.02640.1020.01796.58100.08560.00090.01040.37160.080.420.170.123T255.63114.330.0570.1071.8880.2460.1080.0140.2020.0260.0110.0200.0450.0910.3142954.882953.3698.197.80.0090.03740.1020.024117.37770.10410.00150.01440.65210.080.440.240.134T3103.5217.380.1630.271.8880.2460.3080.0400.5100.0660.0310.0510.0830.1740.7352953.362948.7597.897.30.0060.05540.1020.038150.81190.13370.00280.02071.26140.090.460.370.1843.3245T463.08332.10.140.5161.8880.2460.2640.0340.9740.1270.0260.0970.0500.2661.3372948.752945.9897.396.80.0050.07240.1020.051179.54890.15920.00400.02531.83260.090.450.500.156T551.29435.030.0580.6271.8880.2460.1100.0141.1840.1540.0110.1180.0410.3481.6502945.982943.3496.896.30.0040.07940.1020.060200.18020.17750.00500.02792.28670.090.460.590.167T695.95582.620.2880.9671.8880.2460.5440.0711.8260.2380.0540.1830.0770.4662.4742943.342938.7196.395.80.0040.09640.1020.082255.78370.22680.00700.03093.15600.100.450.810.1427.778T7111.021529.220.2292.8171.8880.2460.4320.0565.3180.6930.0430.5320.0891.2237.0742938.712933.3998.597.20.0020.15560.1520.01981.79090.10880.00130.01170.23470.100.180.120.0312.34110T899.9499.940.1570.1571.8880.2460.2960.0390.2960.0390.0300.0300.0800.0800.4062956.362951.5697.296.30.0080.04240.1020.035144.23250.12790.00250.01951.25310.100.500.350.2531.281011T9118.22218.160.1950.3521.8880.2460.3680.0480.6650.0870.0370.0660.0950.1750.9062951.562946.898.5980.0060.06040.1020.01796.88280.08590.00090.01050.24870.100.280.170.11271.321112T1091.81309.970.1350.4871.8880.2460.2550.0330.9190.1200.0250.0920.0730.2481.2592946.82943.749896.80.0050.07040.1020.024117.37770.10410.00150.01440.47320.100.320.240.11213T1156.25366.220.0460.5331.8880.2460.0870.0111.0060.1310.0090.1010.0450.2931.4002943.742941.595.8800.0050.07440.1020.062204.78020.18160.00520.02842.49840.090.480.610.1137T1254.04835.580.0511.6211.8880.2460.0960.0133.0600.3990.0100.3060.0430.6684.0352941.52938.710.0030.12060.1521529.221415T13101.4101.40.3090.3091.8880.2460.5830.0760.5830.0760.0580.0580.0810.0810.7232954.882950.420.0060.05440.1021516T1463.09216.130.1670.5841.8880.2460.3150.0411.1030.1440.0320.1100.0500.1731.3862950.422947.740.0050.07340.1021617T1554.24270.370.0970.6811.8880.2460.1830.0241.2860.1680.0180.1290.0430.2161.6312947.742945.060.0040.07940.1021529.221713T1693.31415.320.2421.0371.8880.2460.4570.0601.9580.2550.0460.1960.0750.3322.4862945.062941.50.0040.09640.1021819T17108.84108.840.1870.1871.8880.2460.3530.0460.3530.0460.0350.0350.0870.0870.4752948.752943.270.0080.04540.102835.581920T1861.82170.660.070.2571.8880.2460.1320.0170.4850.0630.0130.0490.0490.1370.6702943.272941.850.0060.05240.1022021T1954.53332.690.0580.6781.8880.2460.1100.0141.2800.1670.0110.1280.0440.2661.6742941.852938.550.0040.08040.102218T2095.8535.260.1641.2461.8880.2460.3100.0402.3520.3070.0310.2350.0770.4283.0162938.552933.290.0030.10540.1022220T21107.5107.50.3630.3631.8880.2460.6850.0890.6850.0890.0690.0690.0860.0860.8402945.982941.850.0060.05840.1022321T22106.77106.770.4040.4041.8880.2460.7630.0990.7630.0990.0760.0760.0850.0850.9242943.342938.550.0060.06140.1022415T2351.6451.640.1080.1081.8880.2460.2040.0270.2040.0270.0200.0200.0410.0410.2662951.562950.420.0100.03440.1022517T2451.6451.640.1140.1141.8880.2460.2150.0280.2150.0280.0220.0220.0410.0410.2782946.82945.060.0100.03540.102264T2551.6451.640.1060.1061.8880.2460.2000.0260.2000.0260.0200.0200.0410.0410.2612950.422948.750.0100.03440.102275T2651.6451.640.0530.0531.8880.2460.1000.0130.1000.0130.0100.0100.0413120.0410.1512947.742945.980.0130.02640.1016286T2751.6451.640.0520.0521.8880.2460.0980.0130.0980.0130.0100.0100.0413120.0410.1492945.062943.250.0130.02640.1016DATOS7ptT2830004529.2204.0631.8880.2460.0000.0007.6711.0000.0000.7672.43.62312.061Po =1200habI =2.5%t =20aos calculo de la poblacion futuraasumiendo una poblacion con actividad economica importanteusamos metodo geometricopf =1966.3397283485CALCULO DE LA DOTACION MEDIAAsumiendo zona de valles con poblacion mayor a 501 habDot.media =90l/hab.-diaCALCULO DE LA DOTACION FUTURADot.fut. =Do*(1+d/100)^t =133.7352656381CALCULO DE LA DENSIDAD INICIAL Y FUTURADensidad =P/ApAp =4.064a) Densidad inicialDo=295.2755905512b) densidad futuraDf =484.4827586207CALCULO DEL CAUDAL MEDIO DIARIO DOMESTICOQmd =(C*Pf*Df/86400) =2.4357106019Qmdo =(C*Po*Do/86400) =1CALCULO DEL CAUDAL MAXIMO HORARIOCALCULO DEL COEFICIENTE DE PUNTACoeficiente de harmonM =1+(14/4+sqrt(P/1000)) = 3.5913939424coeficiente de BabitM =5/(P/1000)^0,24.3672608489Coeficiente de floresM =3,5/(P/1000)^0,13.2710532065calculo de M con los coefientes K1 K1K1 =1.5K2 =2.1M =k1*k2 =3.15tomamos como coeficienten M=3,15Qmh =M*Qmd =7.6724883958Calculo del caudal unitarioq unit. =Qmh/Ap1.8879154517l/s/haCaudal propio

Hoja2

Hoja3