Page 32 - NUZUL_Buku Kerja Pengujian Hidrolika_Denny Yatmadi, Nuzul Barkah Prihutomo & Wahyuni Susilowati
P. 32
2.5 ANALISIS DATA
A. PERHITUNGAN
A A .
C = 1 2 g . 2
2
A − A 2 2
1
Selang .......... – .......... (syarat A1 > A2)
⋅ 3 W
Q = ∆ h = (h − h ) ∆ h
No 1000 t ⋅ C h 1 h 2 1 2 k = Q / (C. ∆ ) h
(m /dt) (mm) (mm) (m) (m)
3
1
2
3
4
5
6
k rata-rata=
Selang .......... – .......... (syarat A1 > A2)
⋅ 3 W
Q = ∆ h = (h − h ) ∆ h
No 1000 t ⋅ C h 1 h 2 1 2 k = Q / (C. ∆ ) h
(m /dt) (mm) (mm) (m) (m)
3
1
2
3
4
5
6
k rata-rata=
Jurusan Teknik Sipil 21
Politeknik Negeri Jakarta
