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maka, 18 liter/detik = 18*60 liter/menit
= 1080 liter/menit
2. 290 liter = 0,29 m3
1 detik = 1/60 menit
maka, 290 liter/detik = 0,29*60 m3/menit
= 27,4 m3/menit
108 liter/menit
2. 290 : 1000= 0,29
0,29x60=17,4
17,4 m3/mnit