hidrologi debit sungai

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IMAM HARTONO 051 . 12 . 044 OBSERVASI KOMPUTASI KEDALAMAN (M) PUTARAN KECEPATAN 0 0 0 0 75 0.01821 0.375 1.5 0.5 0.1 45 75 0.1044 0.09105 0.4 30 75 0.0777 0.160025 1.875 3 2 0.4 150 75 0.2913 0.229 1.6 80 75 0.1667 0.3002 3.75 4.5 3 0.6 210 75 0.3981 0.3714 2.4 180 75 0.3447 0.3269 3.375 6 1.5 0.3 160 75 0.3091 0.2824 1.2 130 75 0.2557 0.20675 1.25 7 1 0.2 90 75 0.1845 0.1311 0.8 30 75 0.0777 0.02622 0.5 8 0 0 0 75 0.0243 JARAK (M) KEDALAMAN OBSERVASI (M) WAKTU (DET) LUAS SEKSI (M2) TITIK (M/DET) RATA-RATA VERTIKAL (M/DET) RATA-RATA SEKSI (M/DET)

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Page 1: Hidrologi Debit Sungai

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)