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Q = (8.5.1,5)m / 2 jam
Q = (80.50.15)dm / 120 menit
jadi, debit air yang mengalir pada selang tersebut adalah :
Q = 60.000 dm3 / 120 menit
atau
Q = 6.000 dm3 / 12 menit
60m kubik=60.000m kubik
2 jam=120mnit
=60.000÷120=500 dm per mnit