diametrosCircuitoTramocota aguas arribacota aguas abajoL (m.)SQ (lt/s) (mm.) (mm.) comercial (")CARACTRSTICAS DE LOS NODOS Y TRAMOS2-167.9066.3088.000.018182.7159.85753NODOCOTA (msnm)TRAMOLONGITUD (m)I1-567.9067.0048.000.018751.7049.82753167.95-467.0066.5040.000.012500.7038.64753266.31-2884-366.5065.8048.000.014580.000.00753365.82-351.15466.53-4484-567.0066.5040.000.012501.0044.257535674-5405-667.0064.20191.000.014661.7152.52753664.25-6191II6-764.2063.6040.000.015001.0042.63753763.64-7191863.43-8191962.7o6-7401062.17-8483-466.5065.8048.000.014581.0042.887531162.88-9514-766.5063.60191.000.015181.0042.527531263.49-1031.6III7-863.6063.4048.000.004171.0055.4475310-11883-865.8063.40191.000.012571.7154.207536-125112-9886-1264.2063.4051.000.015691.0042.24753IV12-963.4062.7068.000.010291.0046.057536-764.2063.6040.000.015000.7137.437538-963.4062.7051.001.710001.7119.7875312-963.4062.7088.000.007951.0048.55753V9-1062.7062.1068.000.008822.7169.4375310-1162.8062.1068.000.010292.7167.26753CAUDAL DE DISEONODOLOTESHAB/ LOTEDOTACIONHABQpK2Q max. HorarioQ max. Horario de Diseo1232892202520.6421.30.8340.83442892202520.6421.30.8340.83452892202520.6421.30.8340.83462892202520.6421.30.8340.83472892202520.6421.30.8340.83482892202520.6421.30.8340.83491492201260.3211.30.4170.4171011TOTAL16384.1715.4215.421CAUDAL TOTAL5.42 lt/S

CALCULO DE DIAMETRO POR HANZEM

1 iteracion# Tub.CircuitoTramo (mm.)L (m.)Q (lt/s)hf (m.)h/QoQIoQIIoQIIIoQIVoQVoQVIoQVIIoQVIIIoQIXoQXoQXIoQXIIoQXIIIoQXIV2-17588.002.71-4.797052.710.007531-57548.001.7015.882351.7012.49753I5-47540.000.7050.000000.707.057530.00074-37548.000.000.000000.000.000024-57540.001.000.0438.211-0.000865-675191.001.710.49287.876-0.00080.00075II6-77540.001.000.0438.211-12.4905-0.0008891033-47548.001.000.0545.853-0.000774-775191.001.000.18182.456-0.00076III7-87548.001.000.0545.8530.0008-0.0007143-875191.001.710.49287.876-0.0007192286-127551.001.000.0548.7190.0008-0.000712IV12-97568.001.000.0664.958-0.00070.0013116-77540.000.710.0228.560-7.0461-0.0007158-97551.001.710.1376.868-0.0007912-97588.001.000.0884.0640.0008-0.001313V9-107568.002.710.41151.586-0.00131210-117568.002.710.41151.5860.0007-0.001316

CLCULO DE CAUDALES EN TUBERA POR HARDY - CROSS : 1 ITERACIN

datos de diseoNudocota (m.)P. (mca)cota piez. (m.)Tramo (mm.)Q TOTAL (lt/s)V (m/s)1106.1520126.151 -- 230098.711.3962105.9519.92125.872 -- 820043.881.3973104.520.63125.138 -- 915015.430.8734104.120.65124.759 -- 151256.370.5195104.1220.77124.891 -- 16250-61.291.2496104.3720.51124.882 -- 325052.881.0777105.120.12125.223 -- 520032.051.0208105.4519.95125.43 -- 415018.911.0709104.820.21125.014 -- 1315018.911.07010104.4720.51124.988 -- 720026.370.83911103.7820.41124.197 -- 1015012.790.72412103.4721.01124.487 -- 615012.830.72613102.720.77123.476 -- 111007.390.94114103.0521.14124.196 -- 51004.670.59515104.4820.35124.835 -- 1220036.721.16916104.9520.26125.219 -- 101256.970.56817104.1920.48124.6710 -- 1115019.761.11818103.7520.69124.4411 -- 1220027.140.86419103.120.92124.0212 -- 1425063.861.30120102.7121.34124.0516 -- 1520039.731.26521102.2121.54123.7515 -- 17200260.82822102.6421.17123.8117 -- 2412511.160.90923103.3320.89124.2224 -- 261007.850.99924103.7120.53124.2416 -- 25150-19.621.11025103.6820.02123.725 -- 26150-4.620.26126103.3820.45123.8315 -- 1415018.031.02027101.7821.62123.414 -- 2020022.050.70228101.5521.77123.3214 -- 1320057.911.84313 -- 2830021.820.30927 -- 28300-49.060.69417 -- 1815014.080.79718 -- 231003.80.48418 -- 1912510.280.83819 -- 221004.660.59319 -- 201004.860.61920 -- 2120026.910.85724 -- 231001.220.15523 -- 221005.020.63922 -- 211259.680.78921 -- 2720036.591.16526 -- 27150-12.470.706

CAUDALES Y VELOCIDADES DE DISEO12CT2CP1CP2CT1Qhf1-2P1P2P1PRESION EN CADA NUDO

MBD00068C1F.unknown

MBD00068FD0.unknown

MBD00069B01.unknown

MBD00068ED0.unknown

MBD00022F3B.unknown

MBD00068147.unknown

MBD00068954.unknown

MBD00067ACC.unknown

MBD00067CFB.unknown

MBD0002B23D.unknown

MBD000215C2.unknown