hidrologi debit sungai
TRANSCRIPT
IMAM HARTONO051 . 12 . 044
OBSERVASI KOMPUTASI
KEDALAMAN (M) PUTARAN
KECEPATAN
0 0 0 0 75 0.01821 0.375 0.25 1.5 0.00682881.5 0.5 0.1 45 75 0.1044
0.091050.4 30 75 0.0777
0.160025 1.8751.25 1.5 0.3000469
3 2 0.4 150 75 0.29130.229
1.6 80 75 0.16670.3002 3.75
2.5 1.5 1.125754.5 3 0.6 210 75 0.3981
0.37142.4 180 75 0.3447
0.3269 3.3752.25 1.5 1.1032875
6 1.5 0.3 160 75 0.30910.2824
1.2 130 75 0.25570.20675 1.25
1.25 1 0.25843757 1 0.2 90 75 0.1845
0.13110.8 30 75 0.0777 0.02622 0.5 0.5 1 0.01311
8 0 0 0 75 0.0243
JARAK (M)
KEDALAMAN OBSERVASI
(M)WAKTU
(DET)LUAS SEKSI
(M2)KEDALAMAN RATA-RATA
(M)LEBAR
(M)DEBIT
(M3/DET)TITIK
(M/DET)RATA-RATA VERTIKAL (M/DET)
RATA-RATA SEKSI (M/DET)