Perhitungan KTH
Perhitungan KTH
Perhitungan KTH
Diminta :
992
LF = 24 (jam) = 41.33 %
P peak 50000
Q peak = eff . 9,78 . Hefektif =
0.75 . 9,78 . 25
Q peak = 340.83 m3/dt
Q rata-rata = LF . Q peak
Q rata-rata = 140.88 m3/dt
Heff 40 m
Debit Q 20 m3/dt
effisiensi 0.4
Pagi
Minimum 128.65
maksimum 288.42
Penyusutan,
Biaya, dan
OP (Milyar
Rp.)
100
0.4
0.266666667
0.48
0.3 1.446667
1.68
0.336
5.04
8.50
Sore
174.61
310.14