RUMUS
Q = 1,67 x (c) x (d 2,63 )
CONTOH
Q = 1,67 x (c) x (d 2,63 )
Ket | ||
Q | = | Laju aliran air ( liter / mnt ) |
c | = | Koefisien kecepatan aliran pipa baja 100 , pipa PVC 130 , pipa tembaga 130 |
d | = | Diameter dalam pipa ( m ) |
i | = | Gradien hidraulik ( m/m ) |
Kerugian gesek : Panjang Max 2 m/ detik |
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