Calculo de Areas - WatterCAD - Corregido
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Transcript of Calculo de Areas - WatterCAD - Corregido
Hoja1Datos:Area Total =12764.43HasQp=90.00l/sk1=1.30k2=2.00Caudales de DiseoQmd=117l/sQmh=180l/sEntonces tomamos180l/sCaudal UnitarioQ unitario =0.0141016873l/s x Hatasa de aplicacinQp/Area =0.0070508436l/s x HaNODOAREA (Ha)CAUDAL PROM.CAUDAL mdQ SALIDAJ1812.65.737.4511.46J2113.750.801.041.60J31956.9613.8017.9427.60J41899.3513.3917.4126.78J51510.810.6513.8521.30J61886.9713.3017.3026.61J7430.553.043.956.07J8122.60.861.121.73J91134.428.0010.4016.00J10491.983.474.516.94J11600.764.245.518.47J12370.942.623.405.23J13189.691.341.742.67J141243.068.7611.3917.5312764.4390117180ok
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Qmh=1.733 l/s
NODOREA PARCIALQnodoCotaNODODEMANDACOTAREA (m2)REA (ha)l/sQnodoJ-10.01290.23J-122965.289229.652890.01290.23290.23J-20.04288.86J-24410.2444.10240.04288.86288.86J-30.09289.74J-31865.93818.659380.09289.74289.74J-40.03286.68J-46053.54760.535470.03286.68286.68J-50.09284.78J-51975.71119.757110.09284.78284.78J-60.03285.53J-65154.12751.541270.03285.53285.53J-70.07285.48J-72324.97623.249760.07285.48285.06J-80.13285.17J-81306.94713.069470.13285.17285.48J-90.04285.37J-94889.26748.892670.04285.37285.17J-100.08284.83J-102195.44121.954410.08284.83284.93J-110.01285.48J-1122427.247224.272470.01285.48285.48J-120.05285.21J-123327.13433.271340.05285.21285.21J-130.15284.97J-131172.13111.721310.15284.97284.97J-140.03290.96J-145860.69358.606930.03290.96290.96J-150.02289.71J-157865.56878.655680.02289.71289.71J-160.15285.05J-161165.13511.651350.1488285.05J-170.02289.71J-177865.56878.655680.0220289.71J-180.03290.96J-185598.89355.988930.0310290.96
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