excel pintu intake
Post on 24-Nov-2015
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bangunan irigasi
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Sheet1Q intake =1.500z =0.15V yg masuk 1,5-2 m/dtm =0.8B
intake=2dengan 0.75m tiap pintug =9.81Q rencana1.8dengan 0.9m3/dt
tiap pintumba
ACER: ACER:di
coba-cobaz2gQV(m)(m)(m/dt2)(m3/dt)(m/dt)0.8800.750.1000.1519.620.1131.50970.8800.750.2000.1519.620.2261.50970.8800.750.3000.1519.620.3401.50970.8800.750.4000.1519.620.4531.50970.8800.750.5000.1519.620.5661.50970.8800.750.6000.1519.620.6791.50970.8800.750.7000.1519.620.7931.50970.8800.750.7950.1519.620.9001.50970.8800.750.8000.1519.620.9061.50970.8800.750.9000.1519.621.0191.5097
Sheet2
Sheet3
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