online_explicit_discharge:  Explicit equation for pipe discharge Q

Comparison of laminar and turbulent flow
    

ν = f(T)
A* = D3/2(ghf/L)1/2
Q = - 2.22 A* D log[(ks/D)/3.7 + 1.78ν/A*]

[SI units: D in m; hf in m; L in m; T in °C; Q in m3/s]
[U.S. units: D in ft; hL in ft; L in ft; T in °F; Q in cfs]



INPUT DATA:

Select:  

Pipe diameter D :    

   

Head loss hf :    

   

Pipe length L :    

   

Relative roughness ks /D :    

   

Temperature T :    

   

OUTPUT:

Q  =  0  


            

  Your request was processed at  01:08:52 am on November 15th, 2024   [ 241115  01:08:52 ].


Thank you for running online_explicit_discharge.   [160607]

Count