planilla cuadro carga agua

Clculo caudalGASTO TOTAL INSTALADOCLCULO POR DOTACINArtefactoA.F.A.C.Cant. ArtefTotal A.FToatl A.C.TotalCantidad de habitantes8WC100440040litros/hab/da250Lo8843232640 m2 de Jardn (10 litros/m2)0Boll10103303060Otros consumos0Lp12121121224Total litros/da2000Mlv15151151530Lv15151151530TOTAL m3/da2.0Llj 20mm320396096Q Instalado L/min240104344QTI:240QMP:76NominalDiametro interiorQMPM3/diaPerdida de cargaVelocidad2013.200.03675.952.0051.929.252516.600.03675.953.0023.075.853221.200.03675.955.008.313.594026.600.03675.957.004.242.285033.400.03675.9520.000.521.44

Metodo sintico_A.F.CALCULO DE PERDIDAS DE CARGA EN CAERIASPROPIETARIO :CALLE : LAGO COLBN, COLBNTRAMOLONGITUD (m)MATER.DIAM.GASTO MAXIMO (l/min)PERDIDA DE CARGA (Mca)VELOCCOTASPRESION(m.c.a.)PUNTOVELOCPRESIONTubos PPR, Serie SDR6/S2,5/PN20REALEQUIV.TOTAL(mm)INSTALADOPROBABLEUNITARIATRAMOACUM.(m/seg)TERR.PIEZ.MDISPON.FINAL5040322520C1-12.101.053.15PPR21.2083.0036.540.150.460.461.7-2.0017.5116.1317.661CUMPLECUMPLE0.000.000.000.000.00,1-22.601.303.90PPR21.2018.0018.000.040.170.630.81.0016.4517.6616.502CUMPLECUMPLE0.000.000.000.000.00,2-Lo0.700.351.05PPR13.208.008.000.100.100.731.00.6015.6916.5015.79LoCUMPLECUMPLE0.000.002.100.000.00,2-boll2.501.253.75PPR13.2010.0010.000.140.541.281.21.8014.0116.5014.15bollCUMPLECUMPLE0.000.002.600.000.00,1-30.300.150.45PPR21.2065.0030.870.110.051.331.50.0017.5017.6617.613CUMPLECUMPLE0.000.000.000.000.70,3-44.632.326.95PPR21.2023.0023.000.070.461.781.13.5013.5917.6113.664CUMPLECUMPLE0.000.000.000.002.50,4-Lo1.000.501.50PPR13.208.008.000.100.151.931.00.6012.8113.6612.91LoCUMPLECUMPLE0.000.000.300.000.00,4-Bo1.820.912.73PPR13.2015.0015.000.290.812.731.81.8010.7613.6611.05BoCUMPLECUMPLE0.000.004.630.000.00,3-52.751.384.13PPR21.2042.0030.000.100.433.171.40.0017.0817.6117.185CUMPLECUMPLE0.000.000.000.001.00,5-62.001.003.00PPR21.2030.0030.000.100.313.481.41.0015.7617.1815.876CUMPLECUMPLE0.000.000.000.001.82,6-Lv1.000.501.50PPR13.2015.0015.000.290.443.921.80.6014.5315.8714.83LvCUMPLECUMPLE0.000.002.750.000.00,6-Mlv1.100.551.65PPR13.2015.0015.000.290.494.411.80.6014.4915.8714.78MlvCUMPLECUMPLE0.000.002.000.000.00,5-Lp4.952.487.43PPR13.2012.0012.000.201.485.891.51.5014.0017.1814.20LpCUMPLECUMPLE0.000.000.000.001.00C2-18.704.3513.05PPR21.2036.0020.550.050.700.701.0-2.0016.4515.2016.501CUMPLECUMPLE0.000.000.000.004.95,1-21.000.501.50PPR21.2018.0018.000.040.060.770.81.0015.3916.5015.442CUMPLECUMPLE0.000.000.000.000.00,2-boll2.401.203.60PPR13.2010.0010.000.140.521.291.21.8012.9715.4413.11bollCUMPLECUMPLE0.000.008.700.000.00,2-Lo2.151.083.23PPR13.208.008.000.100.321.601.00.6014.4215.4414.52LoCUMPLECUMPLE0.000.001.000.000.00,1-34.502.256.75PPR21.2018.0018.000.040.291.890.83.5012.6716.5012.713CUMPLECUMPLE0.000.000.000.002.40,3-Lo2.801.404.20PPR13.208.008.000.100.412.311.00.6011.6012.7111.70LoCUMPLECUMPLE0.000.000.000.002.15,3-boll4.502.256.75PPR13.2010.0010.000.140.983.281.21.809.7912.719.93bollCUMPLECUMPLE0.000.004.500.000.0050.00mm.0.000.0028.580.0016.52CALCULO DE DIAMETRO BOMBA:00704QMP=36.54C=7.00K=0.98BOMBA A.P.Q.M.P.36.54INGENIERO CIVIL EN OBRAS CIVILESC7.00k0.98terrrenocaeras

Metodo sinetico_A.C.CALCULO DE PERDIDAS DE CARGA EN CAERIASPROPIETARIO :CALLE : LAGO COLBN, COLBN0.00TRAMOLONGITUD (m)MATER.DIAM.GASTO MAXIMO (l/min)PERDIDA DE CARGA (Mca)VELOCCOTASPRESION(m.c.a.)PUNTOVELOCPRESIONREALEQUIV.TOTAL(mm)INSTALADOPROBABLEUNITARIATRAMOACUM.(m/seg)TERR.PIEZ.MDISPON.FINAL3832251913C1-12.801.404.20Cu19.0018.0018.000.090.370.371.1-1.1016.4315.7916.521CUMPLECUMPLE0.000.000.002.800.00,1-Lo2.101.053.15Cu13.008.008.000.130.410.791.00.6015.3716.5215.51LoCUMPLECUMPLE0.000.000.000.002.10,1-boll2.301.153.45Cu13.0010.0010.000.190.671.461.31.8013.8616.5214.05bollCUMPLECUMPLE0.000.000.000.002.30C2-13.401.705.10Cu19.0048.0025.050.160.810.811.5-1.100.00.00.01CUMPLE0.000.000.000.003.400.00,1-20.500.250.75Cu19.0018.0018.000.090.070.881.10.500.00.00.02CUMPLE0.000.000.000.000.500.00,2-boll2.501.253.75Cu13.0010.0010.000.190.731.601.31.800.00.00.0bollCUMPLE0.000.000.000.000.002.50,2-Lo3.901.955.85Cu13.008.008.000.130.772.371.00.600.00.00.0LoCUMPLE0.000.000.000.000.003.90,1-34.352.186.53Cu19.0030.0022.000.130.833.201.30.000.00.00.03CUMPLE0.000.000.000.004.350.00,3-40.700.351.05Cu19.0018.0018.000.090.093.291.10.500.00.00.04CUMPLE0.000.000.000.000.700.00,4-boll2.301.153.45Cu13.0010.0010.000.190.673.961.31.800.00.00.0bollCUMPLE0.000.000.000.000.002.30,4-Lo1.300.651.95Cu13.008.008.000.130.264.221.00.600.00.00.0LoCUMPLE0.000.000.000.000.001.30,3-Lp8.104.0512.15Cu19.0012.0012.000.040.534.750.71.500.00.00.0LvCUMPLE0.000.000.000.008.100.0040.00mm.0.000.000.0019.8514.400.000.000.003.312.40CALCULO DE DIAMETRO BOMBA:QMP=75.95C=7.00K=0.98BOMBA A.P.Q.M.P.75.95C7.00k4.24terrrenocaeras