excel pintu intake

Q intake = 1.500 z = 0.15 V yg masuk 1,5-2 m m = 0.8 B intake= 2 dengan 0.75 m tiap pintu g = 9.81 Q rencana 1.8 dengan 0.9 m3/dt tiap pintu m b a z 2g Q V (m) (m) (m/dt2) (m3/dt) (m/dt) 0.880 0.75 0.100 0.15 19.62 0.113 1.5097 0.880 0.75 0.200 0.15 19.62 0.226 1.5097 0.880 0.75 0.300 0.15 19.62 0.340 1.5097 0.880 0.75 0.400 0.15 19.62 0.453 1.5097 0.880 0.75 0.500 0.15 19.62 0.566 1.5097 0.880 0.75 0.600 0.15 19.62 0.679 1.5097 0.880 0.75 0.700 0.15 19.62 0.793 1.5097 0.880 0.75 0.795 0.15 19.62 0.900 1.5097 0.880 0.75 0.800 0.15 19.62 0.906 1.5097 0.880 0.75 0.900 0.15 19.62 1.019 1.5097

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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

Intake Flokulasi

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