Pipe Head Loss
Fred C. Scobey
Q=7.52Cs(Hf^0.5(*(d^2.625)
Hf(m/100m) , Q(cms) , d(m) , Cs=constant
dry mixed concrete (less than 0.50 m dia. + 0.90 m. long)= 0.310 , wet mixed concrete (less than 0.50 m dia. + 0.90 m. long)= 0.345
wet mixed concrete (more than 0.60 m dia. + 2.40 m. long)= 0.370 , wet mixed concrete (more than 3.60 m. long)= 0.400
Input Data

Design Discharge(cms):
Diameter(m) :
Scobey Constant(Cs) :

Data Input
Design Discharge[Q] in cms.= ;Diameter [d] in m.= ;Scobey Constant(Cs) = ;
Result
Head Loss[Hf] in m/100m =NAN