ALCANTARILLADO SANITARIO

ALUMNO : QUISPE VALVERDE FERNANDO CURSO : ABASTECIMIENTOS DE AGUA Y ALCANTARILLADO

DATOS PARA EL EJEMPLOperiodo de diseo (t) =20aos obtenido de la tabla 2.1poblacion inicial (Po) =8743habarea total del proyecto (A) =10.4hacoeficiente de retorno (Cr) =0.75indice de crecimineto poblacional anaul (i) =1.2%Dot. Comercial =600-3000l/comercio/dia1000l/comercio/diaDot. Instituciones publicas =5000-15000l/inst.pub./dia5000l/inst.pub./diaDot. industrial =16000-18000l/industria/dia16000l/industria/diaANCHO DE ZANJA SIN ENTIBAMIENTOdensidad poblacional =254hab/hacoeficiente de rugosidad =0.01coeficiente de punta =segn habitatpeso esp. Del agua =1000kg/m3cama de arena =10cmdotacion 90L/hab/diacoeficiente de infiltracion =0.00005L/s/mcaudal malos empotramientos =8%POBLACION FUTURAPf =11099hab

DENSIDAD POBLACIONALDp =1067hab/ha

DOTACIONDot =90L/hab/dia

|123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525353filaubi. ColectorTRAMOlongitud (m)area (A)REGIMEN HIDRAULICOVcF tract.AnchoVolumenobscalleDeACamp. SuperCamp.infpropiatrib.Acum.PropioTrib.Acum.PropioAcum.PuntaMedioQmxQiQe#com.Qc# I.P.Qip# indQ indQdcAcumqInicialFinalInicialfinalMediaInicialfinal%(mm)Rb(m)V(m/s)Q(l/s)q/Qv/Vd/Drh/Rhv(m/s)d(mm)rh(m)(m/s)(N/m^2)zanja(m)Excav.ArenaRelleno1AEG12128.80128.80.350.000.353743741.530.2920.450.00640.035710.011650.289410.18520.4860.971.52525.52524.431.21.21.22524.32523.230.8311000.0250.786.120.250.8220.3340.7450.997330.01862.561.520.577.286.4470.842AGH23136.3128.8265.10.350.350.703747471.330.5840.780.01330.062220.023100.000000.00000.0230.881.52524.432522.911.21.21.22523.232521.711.1151000.0250.907.090.210.7920.3110.7041.338310.01762.491.930.581.786.8274.973AIH3.13126.30126.30.350.000.353743741.530.2920.450.00630.035730.034750.289420.37040.6941.181.52524.12522.911.21.21.22522.92521.710.9421000.0250.836.520.230.8130.3260.7321.131330.01832.541.690.575.786.3269.474HAB34119.04391.4510.440.501.051.5553416541.141.2921.470.02550.117400.000010.057900.00000.0581.671.52522.912522.511.21.41.32521.712521.110.5041000.0250.614.770.310.8820.3820.8280.655380.02072.71.020.577.385.9571.425BAB4.34.2108.80108.80.250.000.252672671.640.2080.340.00540.027350.057900.000000.00000.0580.431.52525.562524.951.21.21.22524.362523.750.5611000.0250.645.030.300.8660.3690.8060.673370.02022.671.110.565.285.4459.846BBG4.24.1138.76108.8247.560.600.250.856409071.280.7090.910.01240.072630.034720.115710.18520.3361.331.52524.952524.081.21.21.22523.752522.880.6271000.0250.685.320.280.8580.3620.7940.752360.01992.651.220.583.266.9476.327GAB4.1.14.1108.80108.80.500.000.505345341.420.4170.590.00540.047520.023110.057910.18520.2660.911.52524.42524.081.21.421.312523.22522.660.4961000.0250.604.730.320.8820.3820.8280.650380.02072.71.010.571.265.4465.828BGH4.14136.3356.36492.660.701.352.0574721881.071.7091.840.02460.146830.034720.115700.00000.1502.161.52524.082522.511.421.21.312522.662521.310.9901000.0250.856.680.220.8020.3190.7181.298320.01802.521.740.589.286.8282.469IAB4.54.4108.80108.80.250.000.252672671.640.2080.340.00540.027340.046310.057900.00000.1040.481.52524.22524.081.21.621.4125232522.460.4961000.0250.604.730.320.8820.3820.8280.700380.02072.71.010.576.705.4471.2610BIH4.44136.3108.8245.10.700.250.9574710141.250.7920.990.01230.079420.023100.000000.00000.0231.111.52524.082522.511.621.21.412522.462521.310.8441000.0250.796.170.240.8220.3340.7451.190330.01862.561.540.596.096.8289.2811HBC45116.31248.21364.50.504.555.0553453890.904.2103.780.06820.302130.034730.173610.18520.3944.541.752522.512522.121.391.571.482521.122520.550.4901500.03750.7813.860.130.6750.2340.5550.725350.02082.711.000.6103.276.9896.3012PBC5.35.2106.30106.30.250.000.252672671.640.2080.340.00530.027320.023120.115700.00000.1390.511.52524.82524.631.21.561.382523.62523.070.4991000.0250.604.740.320.8820.3820.8280.688380.02072.71.010.573.355.3268.0313CFG5.25.1118.8106.3225.10.500.250.755348001.310.6250.820.01130.065720.023120.115720.37040.5091.411.52524.632523.781.561.31.432523.072522.480.4971000.0250.604.730.320.8820.3820.8280.710380.02072.71.010.584.945.9479.0014GBC5.1.15.1106.30106.30.500.000.505345341.420.4170.590.00530.047510.011620.115700.00000.1270.771.52524.052523.781.21.461.332522.852522.320.4991000.0250.604.740.320.8820.3820.8280.663380.02072.71.010.570.695.3265.3715CGH5.15136.3331.4467.70.701.251.9574720811.081.6261.760.02340.141120.023130.173620.37040.5672.501.52523.782522.121.461.21.332522.322520.921.0271000.0250.876.810.220.8020.3190.7181.366320.01802.521.810.590.646.8283.8216IBC5.55.4106.30106.30.250.000.252672671.640.2080.340.00530.027330.034720.115710.18520.3360.711.52524.062523.931.21.61.42522.862522.330.4991000.0250.604.740.320.8820.3820.8280.698380.02072.71.010.574.415.3269.1017IDC5.4.15.4106.30106.30.250.000.252672671.640.2080.340.00530.027320.023100.000000.00000.0230.401.525242523.931.21.661.432522.82522.270.4991000.0250.604.740.320.8820.3820.8280.713380.02072.71.010.576.005.3270.6918CIH5.45136.3212.6348.90.700.501.2074712811.201.0011.200.01740.095710.011620.115710.18520.3131.621.52523.932522.121.661.21.432522.272520.920.9901000.0250.856.680.220.8020.3190.7181.416320.01802.521.740.597.456.8290.6419HCD56116.32181.12297.40.508.208.7053492850.807.2545.830.11490.466750.057900.000000.00000.0586.472.172522.122521.731.571.691.632520.552520.040.4391500.03750.7413.110.170.7330.2710.6270.715410.02352.881.010.6113.746.98106.7620FCD6.36.2108.80108.80.250.000.252672671.640.2080.340.00540.027310.011620.115710.18520.3130.691.52524.622524.411.21.541.372523.422522.870.5061000.0250.614.770.310.8820.3820.8280.693380.02072.71.030.574.535.4469.0921DFG6.26.1118.8108.8227.60.250.250.502675341.420.4170.590.01140.047530.034710.057900.00000.0930.751.52524.412523.521.531.231.382522.882522.290.4971000.0250.604.730.320.8820.3820.8280.685380.02072.71.010.581.975.9476.0322GCD6.1.16.1108.80108.80.500.000.505345341.420.4170.590.00540.047530.034720.115700.00000.1500.801.52523.762523.521.21.51.352522.562522.020.4961000.0250.604.730.320.8820.3820.8280.670380.02072.71.010.573.445.4468.0023DGH6.16136.3336.4472.70.351.001.3537414411.171.1261.310.02360.105100.000010.057910.18520.2431.691.52523.522521.731.51.261.382522.022520.471.1371000.0250.917.160.210.7920.3110.7041.569310.01762.491.960.594.056.8287.2324DIH6.46126.30126.30.350.000.353743741.530.2920.450.00630.035710.011600.000020.37040.3820.871.52523.912521.731.21.21.22522.712520.531.7261000.0251.128.820.170.7460.2790.6442.071280.01612.382.730.575.786.3269.4725JDPT6PT117.472896.43013.870.0010.4010.400110990.788.6716.730.15070.538420.023110.057910.18520.2667.682.722521.732520.681.691.251.472520.042519.430.5191500.03750.8114.270.190.7700.2950.6750.763440.02532.991.290.6103.617.0596.56

POBLACION ENTRE 5000 A 10000 HABITANTES- ELEGIDO ALEATORIAMENTEPLANILLA DE CALCULOS

CALCULO HIDRAHULICOTABLA N 2:PROFUNDIDAD HIDRULICA EN FUNCIN DE LA RELACIN DE CAUDALES PARA N/No VARIABLE.Q/QoH/DQ/QoH/DQ/QoH/D5.-Clculo hidrulico0.010.0410.350.3540.690.614TABLA N 1:APORTE DE INFILTRACION POR LONGITUD DE TUBERIA0.020.0670.360.3610.70.623*Considerando los siguientes parmetros de diseoCONDICIONESInfiltracin (L/s.km)0.030.0860.370.3680.710.633ALTAMEDIABAJA0.040.1020.380.3740.720.644-El empate de los colectores en los pozos se realiza considerando la cota clave, ya que se presumen dimetros menores de 36 pulgadas y velocidades bajas.Tuberas existentes:4.03.02.00.050.1160.390.3810.730.654Tuberas nuevas con unin de:0.060.1280.40.3880.740.665-La profundidad mnima en los colectores iniciales es de 0.80 m y de 1.00 en todos los dems colectores.- Cemento3.02.01.00.070.140.410.3950.750.677-La tuber son de gres, con un coeficiente de rugosidad de Manningn =0.014- Caucho1.51.00.50.080.1510.420.4020.760.6880.090.1610.430.4080.770.7RED DE ALCANTARILLADO SANITARIO. EMPATE DE LOS COLECTORES EN LOS POZOS POR COTA CLAVE0.10.170.440.4150.780.713POZOAREA TRIB. (Ha)Q. RESIDUALINFILTRACIONCON. ERR. (L/s)Q. DISEO. (L/s)SDIAMETRODEQ"(L/s)V"(L/s)Q/Q"0.110.1790.450.4220.790.725De APar.Tot.L/s.HaL/sL(m)L. Tot. (m)C(L/s.km)(L/s)(m)(")(")(m)0.120.1880.460.4290.80.739[1]
user: NUMERO DE POZOS INICIAL Y FINAL[2]
user: AREA AFERENTE DE CADA COLECTOR[3]
user: AREA TOTAL DE DRENAJE DE COLECTORES AGUAS ARRIBA[4]
user: CAUDAL MAXIMO HORARIO DEL DIA MAXIMO[5]
user: CAUDAL MAXIMO HORARIO[6]
user: LONGITUD DE CADA COLECTOR[7]
user: LONGITU ACUMULADA DE INFILTRACION[8]
user: COEFICIENTE DE INFILTRACION SEGN TABLA N 1[9]
user: CAUDAL DE INFILTRACION[10]
user: CAUDAL DE CONEXIONES ERRADAS[11]
user: CAUDAL DE DISEO DEL CALCANTARILLADO SANITARIO[12]
user: PENDIENTE DEL COLECTOR[13]
user: DIAMETRO DE LA TUBERIA[14]
user: DIAMETRO CALCULADO EN PULGADAS[15]
user: DIAMETRO COMERCIAL EN PULGADAS[16]
user: DIAMETRO COMERCIAL EN METROS[17]
user: CAUDAL A TUBO LLENO[18]
user: VELOCIDAD A TUBO LLENO[19]
user: RELACION ENTRE CAUDAL DE DISEO Y CAUDAL A TUBO LLENO0.130.1970.470.4360.810.753120.1670.16716.52.8100.0100.00.50.10.63.50.55%0.103.980.2022.610.720.150.450.140.2050.480.4430.820.767240.2500.41716.56.9100.0200.00.50.11.48.40.45%0.145.680.2021.340.660.390.520.150.2130.490.450.830.783470.2500.66716.511.0100.0300.00.50.22.213.40.15%0.218.3140.3654.780.550.240.390.160.2210.50.4580.840.798780.2500.91716.515.1100.0400.00.50.2318.30.12%0.259.7160.4169.960.540.260.390.170.2290.510.4650.850.815130.1670.16716.52.8141.4141.40.50.10.63.50.46%0.104.080.2021.570.670.160.420.180.2360.520.4720.860.833230.4170.41716.56.9100.0100.00.50.11.48.40.30%0.156.180.2017.420.540.480.450.190.2440.530.4790.870.852350.4171.00116.516.5100.0341.40.50.23.320.00.36%0.218.1100.2534.600.680.580.600.20.2510.540.4870.880.871450.5000.50016.58.3100.0100.00.50.11.710.10.24%0.176.8100.2528.250.560.360.430.210.2580.550.4940.890.892580.5002.00116.533.0100.0541.40.50.36.639.90.26%0.2811.2160.41102.970.790.390.630.220.2660.560.5020.90.915890.2503.16816.552.3100.01041.40.50.510.563.30.10%0.4116.0200.51115.790.570.550.490.230.2730.570.510.910.94360.1670.16716.52.8141.4141.40.50.10.63.50.48%0.104.080.2022.030.680.160.430.240.280.580.5180.920.966560.4170.41716.56.9100.0100.00.50.11.48.40.32%0.156.080.2017.990.550.470.460.250.2870.590.5260.930.995690.4171.00116.516.5100.0341.40.50.23.320.00.36%0.218.1100.2534.600.680.580.600.260.2940.60.5340.941.0279100.1674.33616.571.6100.01482.80.50.714.386.60.09%0.4618.3200.51109.850.540.790.510.270.30.610.5420.951.0636100.1670.16716.52.8141.4141.40.50.10.63.50.45%0.104.180.2021.340.660.160.420.280.3070.620.550.961.10310E4.50316.574.3100.01724.20.50.914.990.10.74%0.3212.5200.51314.981.550.291.140.290.3140.630.5590.971.1490.30.3210.640.5680.981.202POZOV/V"d/DV(m/s)V^2/2g(m)d(m)E(m)H(m)NFCOTA RASANTECOTA CLAVECOTA BATEACOTA ENERGIAPROF. A CLAVE0.310.3280.650.5760.991.265De ADeADeADeADeADeA0.320.3340.660.58511.344[1]
user: NUMERO DE POZOS INICIAL Y FINAL[20]
user: RELACION ENTRE VELOCIDAD REAL Y LA VELOCIDAD A TUBO LLENO[21]
user: RELACION ENTRE LAMINA DE AGUA Y DIAMETRO DE LA TUBERIA[22]
user: VELOCIDAD REAL[23]
user: ALTURA DE VELOCIDAD[24]
user: LAMINA DE AGUA[25]
user: ENERGIA ESPECIFICA[26]
user: PROFUNDIDAD HIDRAULICA(TABLA N 2)*DIAMETRO[27]
user: NUMERO DE FROUDE[28]
user: COTA RASANTE EN EL POZO INICIAL[29]
user: COTA RASANTE EN EL POZO FINAL[30]
user: COTA CLAVE EN EL POZO FINAL[31]
user: COTA CLAVE EN EL POZO FINAL[32]
user: COTA DE BATEA EN EL POZO INICIAL[33]
user: COTA DE BATEA EN EL POZO FINAL[34]
user: COTA DE ENERGIA EN EL POZO INICIAL[35]
user: COTA DE ENERGIA EN EL POZO FINAL[36]
user: PROFUNDIDAD A LA CLAVE EN EL POZO INICIAL[37]
user: PROFUNDIDAD A LA CLAVE EN EL POZO FINAL0.330.3410.670.5951.011.445120.6270.2800.450.010.060.070.070.542.5542.2041.7541.2041.5541.0041.6241.070.801.000.340.3480.680.6041.021.584240.7920.4680.520.010.100.110.100.542.2041.7541.2040.7541.0040.5541.1040.651.001.00470.7030.3700.390.010.130.140.190.341.7541.6040.6740.5240.3240.1740.5140.361.081.08780.7150.3790.390.010.150.160.200.341.6041.5840.5040.3840.0939.9740.2940.171.101.20130.6340.2980.420.010.060.070.080.542.5542.1041.7541.1041.5540.9041.6340.980.801.00230.8330.5230.450.010.110.120.080.542.2042.1041.4041.1041.2040.9041.2840.980.801.00350.8720.5880.600.020.150.170.130.542.1041.7441.0740.7140.8240.4640.9540.591.031.03450.7730.4470.430.010.110.120.130.441.7541.7440.9540.7140.7040.4640.8340.590.801.03580.7890.4680.630.020.190.210.180.541.7441.5840.6340.3740.2339.9740.4140.151.111.21890.8600.5700.490.010.290.300.310.341.5841.6840.3240.2239.8239.7240.1340.031.261.46360.6310.2890.430.010.060.070.080.542.1041.7241.3040.6241.1040.4241.1840.500.801.10560.8260.5160.460.010.100.120.090.541.7441.7240.9440.6240.7440.4240.8340.510.801.10690.8720.5880.600.020.150.170.120.541.7241.6840.5940.2340.3439.9840.4640.101.131.459100.9420.7100.510.010.360.370.320.341.6841.8140.2240.1339.7239.6340.0439.951.461.686100.6360.2980.420.010.060.070.080.541.7241.8140.9240.2840.7240.0840.8040.160.801.5310E0.7310.4001.140.070.200.270.200.841.8140.5540.1339.3939.6238.8839.8239.081.681.16

PERFILES

POZOL(m)COTA RASANTECOTA BATEACOTA ENERGIAPERFIL 2De ADeADeADeA[1]
user: NUMERO DE POZOS INICIAL Y FINAL[6]
user: LONGITUD DE CADA COLECTOR[28]
user: COTA RASANTE EN EL POZO INICIAL[29]
user: COTA RASANTE EN EL POZO FINAL[32]
user: COTA DE BATEA EN EL POZO INICIAL[33]
user: COTA DE BATEA EN EL POZO FINAL[34]
user: COTA DE ENERGIA EN EL POZO INICIAL[35]
user: COTA DE ENERGIA EN EL POZO FINAL042.2041.2041.281210042.5542.2041.5541.0041.6241.0710042.1040.9040.982410042.2041.7541.0040.5541.1040.654710041.7541.6040.3240.1740.5140.367810041.6041.5840.0939.9740.2940.1713141.442.5542.1041.5540.9041.6340.982310042.2042.1041.2040.9041.2840.983510042.1041.7440.8240.4640.9540.594510041.7541.7440.7040.4640.8340.595810041.7441.5840.2339.9740.4140.158910041.5841.6839.8239.7240.1340.0336141.442.1041.7241.1040.4241.1840.505610041.7441.7240.7440.4240.8340.516910041.7241.6840.3439.9840.4640.1091010041.6841.8139.7239.6340.0439.95610141.441.7241.8140.7240.0840.8040.1610E10041.8140.5539.6238.8839.8239.08PERFIL 1PERFIL 30042.5541.5541.62042.5541.5541.6310042.2041.0041.07141.442.1040.9040.9810042.2041.0041.10141.442.1040.8240.9520041.7540.5540.65241.441.7440.4640.5920041.7540.3240.51241.441.7440.2340.4130041.6040.1740.36341.441.5839.9740.1530041.6040.0940.2940041.5839.9740.1740041.5839.8240.1350041.6839.7240.0350041.6839.7240.0460041.8139.6339.9560041.8139.6239.8270040.5538.8839.08

PERFILES