Dotacines

RedesCLCULO DE PRDIDAS DE CARGA EN LAS REDES DE A.F.DIAMETROS INTERIORES DE TUBERIAS DE PVCm.m. m.A1/2"0.01717.400.00023/4"0.02322.900.00041"0.02929.400.00071 1/4"0.03838.000.00111 1/2"0.04343.400.00152"0.05454.200.00232 1/2"0.06666.000.00343"0.08080.100.00503 1/2"0.08888.000.00614"0.09898.000.00756"0.145144.600.0164LONGITUDES EQUIVALENTES A PERDIDAS DE CARGA LOCALIZADAS(exprepadas en metros de longitus)codoteeValv. Comp.reduccValv. Comp.reduccCheckPie1/2"0.5321.0640.1120.0300.1120.0301.0993.5993/4"0.7771.5540.1640.0430.1640.0431.6065.2601"1.0232.0450.2160.0570.2160.0572.1146.9201 1/4"1.3092.6180.2780.0730.2780.0732.7058.8681 1/2"1.5543.1090.3280.0860.3280.0863.21310.5192"2.0454.0910.4320.1140.4320.1144.22713.8412 1/2"2.5775.1540.5440.1430.5440.1435.32617.4403"3.0686.1360.6480.1700.6480.1706.34120.7613 1/2"3.6007.2000.7500.2000.7500.2007.44024.3604"4.0918.1800.8640.2270.8640.2278.45427.6826"6.13612.2731.2950.3411.2950.34112.68241.523HOJA DE CALCULO1.0CLCULO DE PRDIDAS DE CARGA DE AGUA FRIA1.1Clculo de prdidas de carga tipico en el piso n01TramoUGDemandaDiametroVLongAccesoriosLong Equiva por accsLong equLongSPerdidaSim (l/s)interior(mm)(m/s)(m)CodoTeeReducValvCodoTeeReducValvtotal (m)Totalm/mcarga hf(m)WC1 - a5.000.23017.40.9672.2021.061.0643.260.06760.22WC2 - a5.000.23017.40.9671.2510.530.5321.780.06760.12a-b10.000.43017.41.8080.9511.061.0642.010.21540.43WC3-b5.000.23017.40.9670.9510.530.5321.480.06760.10b-e15.000.44022.91.0682.244113.111.550.1124.7747.010.05900.41LAV1-c1.500.06017.40.2521.7121.061.0642.770.00560.02LAV2-c1.500.06017.40.2520.8610.530.5321.390.00560.01c-d3.000.12017.40.5050.8511.061.0641.910.02030.04LAV3-d1.500.06017.40.2520.8610.530.5321.390.00560.01d-e4.500.19017.40.7993.005112.661.060.1123.8366.840.04750.32e-f29.000.73022.91.7721.53110.781.552.3313.860.15060.58f - y134.000.82029.41.2080.912112.052.050.2164.3075.220.05530.291.2Clculo de prdidas de carga tipico en el piso n02TramoUGDemandaDiametroVLongAccesoriosLong Equiva por accsLong equLongSPerdidaSim (l/s)interior(mm)(m/s)(m)CodoTeeReducValvCodoTeeReducValvtotal (m)Totalm/mcarga hf(m)WC1 - a5.000.23017.40.9672.2021.061.0643.260.06760.22WC2 - a5.000.23017.40.9671.2510.530.5321.780.06760.12a-b10.000.43017.41.8080.9511.061.0642.010.21540.43WC3-b5.000.23017.40.9670.9510.530.5321.480.06760.10b-h15.000.44022.91.0682.244113.111.550.1124.7747.010.05900.41LAV1-c1.500.06017.40.2521.7121.061.0642.770.00560.02LAV2-c1.500.06017.40.2520.8610.530.5321.390.00560.01c-d3.000.12017.40.5050.8511.061.0641.910.02030.04LAV3-d1.500.06017.40.2520.8610.530.5321.390.00560.01U1-e3.000.12017.40.5051.3021.061.0642.360.02030.05LAV4-e1.500.06017.40.2520.8010.530.5321.330.00560.01e-f4.500.19017.40.7990.5011.061.0641.560.04750.07WC5-f5.000.23017.40.9671.0321.061.0642.090.06760.14WC4-i5.000.23017.40.9674.64713.720.1123.8368.480.06760.57f-g9.500.38017.41.5982.153111.601.060.1122.7724.920.17130.84d-g4.500.19017.40.7993.005112.661.060.1123.8366.840.04750.32g-h14.000.42017.41.7660.6211.061.0641.680.20620.35h-i29.000.73022.91.7721.53110.781.552.3313.860.15060.58i-y134.000.82029.41.2080.912112.052.050.2164.3075.220.05530.291.3Clculo de prdidas de carga tipico en el piso N 3TramoUGDemandaDiametroVLongAccesoriosLong Equiva por accsLong equLongSPerdidaSim (l/s)interior(mm)(m/s)(m)CodoTeeReducValvCodoTeeReducValvtotal (m)Totalm/mcarga hf(m)WC1 - a5.000.23017.40.9672.2021.061.0643.260.06760.22WC2 - a5.000.23017.40.9671.2510.530.5321.780.06760.12a-b10.000.43017.41.8080.9511.061.0642.010.21540.43WC3-b5.000.23017.40.9670.9510.530.5321.480.06760.10b-h15.000.44022.91.0682.244113.111.550.1124.7747.010.05900.41LAV1-c1.500.06017.40.2521.7121.061.0642.770.00560.02LAV2-c1.500.06017.40.2520.8610.530.5321.390.00560.01c-d3.000.12017.40.5050.8511.061.0641.910.02030.04LAV3-d1.500.06017.40.2520.8610.530.5321.390.00560.01U1-e3.000.12017.40.5051.3021.061.0642.360.02030.05LAV4-e1.500.06017.40.2520.8010.530.5321.330.00560.01e-f4.500.19017.40.7990.5011.061.0641.560.04750.07WC5-f5.000.23017.40.9671.0321.061.0642.090.06760.14WC4-i5.000.23017.40.9674.64713.720.1123.8368.480.06760.57f-g9.500.38022.90.9232.153112.331.550.1644.0496.200.04500.28d-g4.500.19017.40.7993.005112.661.060.1123.8366.840.04750.32g-h14.000.42017.41.7660.6211.061.0641.680.20620.35h-i29.000.73029.41.0751.53111.022.053.0684.600.04460.21i-y234.000.82029.41.2080.91212.052.054.0915.000.05530.281.4Clculo de prdidas de laboratorioTramoUGDemandaDiametroVLongAccesoriosLong Equiva por accsLong equLongSPerdidaSim (l/s)interior(mm)(m/s)(m)CodoTeeReducValvCodoTeeReducValvtotal (m)Totalm/mcarga hf(m)LAV1-a2.000.08017.40.3364.8121.061.0645.870.00960.06LAV2-a2.000.08017.40.3362.2610.530.5322.790.00960.03a - b4.000.16017.40.6732.5511.061.0643.610.03450.12LAV3-b2.000.08017.40.3362.2610.530.5322.790.00960.03b-c6.000.25017.41.0511.0511.061.0642.110.07890.17LAV4-c2.000.08017.40.3363.7921.061.0644.850.00960.05AL - c8.000.29017.41.2201.7111.061.0642.770.10380.291.5Clculo de prdidas de nivel inicial, primario y secundarioTramoUGDemandaDiametroVLongAccesoriosLong Equiva por accsLong equLongSPerdidaSim (l/s)interior(mm)(m/s)(m)CodoTeeReducValvCodoTeeReducValvtotal (m)Totalm/mcarga hf(m)WC1 - a5.000.23017.40.9671.4821.061.0642.540.06760.17LAV1 - a1.500.06017.40.2520.7710.530.5321.300.00560.01UR-b3.000.12017.40.5050.7710.530.5321.300.02030.03a-b6.500.26017.41.0930.9511.061.0642.010.08480.17b-c9.500.37017.41.5561.32412.131.063.1924.510.16300.74GF-44.570.23022.90.5587.7310.780.7778.510.01770.15LAV2 - a0.750.03017.40.1260.3010.530.5320.830.00160.00WC2 - a3.000.12017.40.5050.6010.530.5321.130.02030.02a - c3.750.15017.40.6313.30211.061.062.1285.430.03060.17LAV3 - a0.750.03017.40.1260.3010.530.5320.830.00160.00WC3 - a3.000.12017.40.5050.6010.530.5321.130.02030.02b - c3.750.15017.40.6313.30110.531.061.5964.900.03060.15c -d7.500.28017.41.1782.72110.531.061.5964.320.09730.42c -d14.070.430380.3794.47111.312.623.9278.400.00480.04d - e21.570.56043.40.37930.7613.113.10933.870.00410.14GF1-e4.570.23022.90.55812.6710.780.77713.450.01770.24e -f26.140.68043.40.46011.8513.113.10914.960.00590.09GF1-f4.570.23022.90.55810.3910.780.77711.170.01770.20f - g30.710.76043.40.51410.92213.113.116.21717.140.00720.12LAVP - g2.000.08017.40.33612.6852.662.6615.340.00960.15g- j32.710.81043.40.54810.94213.113.116.21717.160.00810.14WC1 - a3.000.12017.40.5051.7621.061.0642.820.02030.06WC2 - a3.000.12017.40.5050.9210.530.5321.450.02030.03a - b6.000.24022.90.5838.05412.131.5543.68211.730.01920.23LAV1 - b2.000.08017.40.3360.3010.530.5320.830.00960.01b- e8.000.29029.40.42720.05111.022.0453.06823.120.00810.19gf-c4.570.21022.90.51014.89110.780.1640.94115.830.01500.24WC1 - a3.000.12017.40.5052.63110.531.0641.5964.230.02030.09LAV1 - a0.750.03017.40.1260.7510.530.5321.280.00160.00a - b3.750.15017.40.6310.8111.061.0641.870.03060.06LAV1 - b0.750.03017.40.1260.7510.530.5321.280.00160.00b - c4.500.18022.90.4374.16312.331.5543.8858.050.01130.09gf5 - c4.570.21022.90.51036.40110.780.1640.94137.340.01500.56gf6-c4.570.21022.90.51014.89110.780.1640.94115.830.01500.24c - d9.140.35022.90.8504.5811.551.5546.130.03860.24LAV2 - d0.750.03017.40.1260.3010.530.5320.830.00160.00d - f14.390.43029.40.6334.6612.052.0456.710.01670.11e - f12.570.39029.40.5744.6612.052.0456.710.01400.09LAV1 - a1.500.06017.40.2521.3321.061.0642.390.00560.01LAV2 - a1.500.06017.40.2520.8210.530.5321.350.00560.01a - b3.000.12022.90.2910.6011.5541.5542.150.00530.01LAV3 - b1.500.06017.40.2520.6010.530.5321.130.00560.01a - b3.000.12022.90.2910.6011.5541.5542.150.00530.01LAV4 - c4.500.06017.40.2520.6010.530.5321.130.00560.01b - c3.000.18022.90.4370.6011.5541.5542.150.01130.02c - d3.000.18022.90.4372.24312.331.5543.8856.130.01130.07WC4 - a5.000.23017.40.9671.6921.061.0642.750.06760.19WC3 - a5.000.23017.40.9670.8610.530.5321.390.06760.09a - c10.000.46022.91.1171.69110.781.5542.3314.020.06400.26WC2 - b5.000.23017.40.9671.71110.531.0641.5963.310.06760.22WC1 - b5.000.23017.40.9670.8610.530.5321.390.06760.09a - c10.000.43022.91.0440.2111.5541.5541.760.05650.10c - d20.000.54022.91.3112.38110.781.5542.3314.710.08620.41d - g26.000.67029.40.9872.38111.022.0453.0685.450.03810.21LAV1 - a1.500.06017.40.2521.3321.061.0642.390.00560.01LAV2 - a1.500.06017.40.2520.8210.530.5321.350.00560.01a - b3.000.12022.90.2910.6011.5541.5542.150.00530.01LAV3 - b1.500.06017.40.2520.6010.530.5321.130.00560.01a - b3.000.12022.90.2910.6011.5541.5542.150.00530.01LAV4 - c4.500.06017.40.2520.6010.530.5321.130.00560.01b - c3.000.18022.90.4370.6011.5541.5542.150.01130.02c - d3.000.18022.90.4372.24312.331.5543.8856.130.01130.07WC4 - a5.000.23017.40.9671.6921.061.0642.750.06760.19WC3 - a5.000.23017.40.9670.8610.530.5321.390.06760.09a - c10.000.46022.91.1171.69110.781.5542.3314.020.06400.26WC2 - b5.000.23017.40.9671.71110.531.5542.0863.800.06760.26WC1 - b5.000.23017.40.9670.8610.530.5321.390.06760.09a - c10.000.43022.91.0440.2111.5541.5541.760.05650.10c - d20.000.54022.91.3112.38110.781.5542.3314.710.08620.41d - h26.000.67029.40.9872.38111.022.0453.0685.450.03810.21g - h52.961.15043.40.7777.6513.1093.10910.760.01550.17h -i78.961.44054.20.62424.60112.054.0916.13630.740.00800.25gf3 - i4.570.21017.40.8831.87110.530.0595840.5915842.460.05710.14i -j83.531.47054.20.6374.40112.054.0916.13610.540.00830.09

OSCAR:

OSCAR:

AlimentadoresCLCULO DE PRDIDAS DE CARGA EN LOS ALIMENTADORES DE A.F.1.0CLCULO DE PRDIDAS DE CARGA EN EL ALIMENTADOR N 11.1Clculo de prdidas de carga tipico del nivel 01,02,03TramoUGQmsLongitudDiametroVelocidadN de AccesoriosL. Eq Accs (m)Long Total EqShfl/segmplgmm/segCodoTeeReducValvCodoTeeReducValvmm/mmf - y124.500.6404.071"0.0290.94313.0690.2167.3550.03500.257y1 - y258.501.2203.151 1/4"0.0381.0812.6185.7680.03310.191y2 - m92.501.58030.202"0.0540.68316.1354.09140.4260.00950.3832.0CLCULO DE PRDIDAS DE CARGA EN EL ALIMENTADOR N 22.1Clculo de prdidas de carga tipico del nivel 01TramoUGQmsLongitudDiametroVelocidadN de AccesoriosL. Eq Accs (m)Long Total EqShfl/segmplgmm/segCodoTeeReducValvCodoTeeReducValvmm/mmc -m8.000.29023.431"0.0290.43212.0460.21625.6920.00810.207m - TE116.241.84048.382 1/2"0.0660.54112.5775.15456.1110.00480.2703.0CLCULO DE PRDIDAS DE CARGA EN EL ALIMENTADOR N 33.1Clculo de prdidas de carga nivel inicial, primaria y secunadariaTramoUGQmsLongitudDiametroVelocidadN de AccesoriosL. Eq Accs (m)Long Total EqShfl/segmplgmm/segCodoTeeReducValvCodoTeeReducValvmm/mmj - TE116.241.84012.272"0.0540.802114.094.0910.43220.8830.01260.2624.0Datos de los alimentadores para el calculo de el YTramoUGQmsLongitudDiametroVelocidadN de AccesoriosL. Eq Accs (m)Long Total EqShfl/segmplgmm/segCodoTeeReducValvCodoTeeReducValvmm/mmLAV1-c1.500.0601.711/2"0.0170.2521.0642.7740.00560.016LAV2-c1.500.0600.861/2"0.0170.2510.5321.3920.00560.008c-d3.000.1200.851/2"0.0170.5011.0641.9140.02030.039LAV3-d1.500.0600.861/2"0.0170.2510.5321.3920.00560.008U1-e3.000.1201.301/2"0.0170.5021.0642.3640.02030.048LAV4-e1.500.0600.801/2"0.0170.2510.5321.3320.00560.007e-f4.500.1900.501/2"0.0170.8011.0641.5640.04750.074WC5-f5.000.2301.031/2"0.0170.9721.0642.0940.06760.142WC4-i5.000.2304.641/2"0.0170.97713.7240.1128.4760.06760.573f-g9.500.3802.153/4"0.0171.603111.5961.0640.1124.9220.17130.279d-g4.500.1903.001/2"0.0170.805112.661.0640.1126.8360.04750.324g-h14.000.4200.621/2"0.0171.7711.0641.6840.20620.347h-i29.000.7301.531"0.0231.77110.7771.5543.8610.15060.205i-y234.000.8200.211"0.0231.99211.5541.5543.3180.18680.238y2 - m92.501.58030.202"0.0540.68316.1354.09140.4260.00950.383m - TE116.241.68048.382 1/2"0.0660.49112.5775.15456.1110.00410.270Hf =2.960Nivel mnimo de agua en el tanque elevado = Na12.11Nivel de piso terminado del 3er Nivel= Npt6.37Altura del punto de agua mas desfavorable = Haparato0.55Presion de servicio = Ps2.00Sumatoria de perdidas de carga del pto mas desfavorable hasta el tanque elevado = Hf2.96Nivel requerido de agua en el tanque elevado =Nreq= Npt+ Haparato+ Ps+ Hf =11.88Luego Nreq < Na entonces Okcodoteevalvulasreducc1/2"0.5321.0640.1120.03050.233/4"0.7771.5540.1640.04360.251"1.0232.0450.2160.05770.281 1/4"1.3092.6180.2780.07380.291 1/2"1.5543.1090.3280.08690.322"2.0454.0910.4320.114100.342 1/2"2.5775.1540.5440.946120.38140.42160.46m180.501/2"0.017200.543/4"0.023220.581"0.029240.611 1/4"0.038260.671 1/2"0.043280.712"0.054300.752 1/2"0.066320.793"0.080340.82360.85380.88400.91420.95441.00461.03481.09501.13551.19601.25651.31701.36751.41801.45851.50901.56951.621001.671101.751201.831.214100.080.0081.782

Alim IndirectaCALCULO HIDRAULICO DE TUBERIA Y MICROMEDIDOR PARACONEXIN DOMICILIARIA DE AGUADatosVariableCalculoValorUndPresion de servicio en la redPr14mPresion minima de agua a la salida en la cisternaPs2mDesnivel entre la red publica y el punto de entrega (medidor)hfNPT- 1114.50.9mDesnivel entre medidor y el punto de entrega a la cisterna1115.4-NPT0Longitud de la linea (entre la red pblica y cisterna)46.70mTiempo de llenado de la cisterna3hrVolumen de la cisterna6.00m3NPT1115.4IncognitasDiametro del medidorDiametro de la Tuberia de alimentacionSolucinVariableCalculoValorUndCaudal de ingreso a la cisterna (Gasto de entrada)QV/T2.00m3/h0.56l/sCarga disponibleHH=Pr - Ps + Hf12.90mPerdida de carga maxima del medidor (50%)h0.50 x H6.45m9.21psiDel abaco de perdidas de carga de medidoresDiametroPerdida (psi)Perdida (m)medidor tipo disco1/2"10.57.35hm3/4"3.82.66TABLATRAMOLong. (m)Long. Equivalente (m)Long. Total (m)Pendiente apar.(Sa)Pendiente real (S)Caudal Q (l/s)CPerdida de carga hf (m)Velocidad (m/s)Diametro Da(mm)Diametro DN(mm)Diametro Pulg(")PresionLinea conex a medidor26.700.7327.430.5100.200.561405.471.7716.4920.001/2"8.53Medidor a Cisterna20.0010.7230.720.4560.070.561402.071.1316.8825.003/4"2.3346.70Como tenemos la unica fuente de abastecimiento una matriz de 1/2" (informacion de campo)podemos prescindir de un diametro mayor y utilizaremos el de 3/4", lo que no nos permitirael uso directo de la red publica a la estructura sin utilizar un tanque elevado , como podemos observar en el calculo hidraulicoDE MEDIDOR A CISTERNALuego el diametro del medidor ser1/2"ACCESORIOS A UTILIZAR 1" 3/4"01 Valv. Compuerta0.20.16401 Valv. Paso0.28.6402 codos de 901.41.55401 cado de 450.40.362.210.718Pr=14 m10.23nptPs=2.87 mDE RED MATRIZ MEDIDOR 3/4"ACCESORIOS A UTILIZAR 3/4" 1/2"02 cado de 450.3630.7260.248hf=0.9mL=46.7my la tuberia de alimentacion a la cisterna sera de 1"

CisternaV=6 m3

MAX DEMANDA SIMULTANEACALCULO DE LA MAXIMA DEMANDA SIMULTANEADORMITORIOCANTIDADAPARATOUSOSISTEMAUHTotal UH1InodoroPblicoTanque551DuchaPblicoTanque331LavatorioPblicoTanque221Lavadero cocinaPblicoTanque4414Q1 =0.42lps1grifo de riego0.20.2lpsQt1 =0.62lpsSERVICIOS COMUNESCANTIDADAPARATOUSOSISTEMAUHTotal UH2InodoroPblicoTanque5102UrinarioPblicoTanque362LavatorioPblicoTanque2420Q2 =0.54lpsTOPICOCANTIDADAPARATOUSOSISTEMAUHTotal UH1InodoroPblicoTanque552LavatorioPblicoTanque241Lavadero cocinaPblicoTanque4413Q3 =0.42lps1grifos de riego0.20.2lpsQt2 =0.62Total Unidades Hunter (UH)M.D.S.Qd =1.78lps