online_vee_notch2:   Calculation of discharge through a partially contracted 90° V-notch weir

V-notch weir
Formula:


Q = 4.28 Ce (H + 0.0029)5/2          [in U.S. Units]


Head H on the weir, in m [or ft]
Width B of the channel, in m [or ft]
Height P to the weir crotch, in m [or ft]
Ce is a function of H/P and P/B

Discharge Q  in L/s [or cfs]

For a partially contracted 90° V-notch weir:   H/B ≤ 0.4
Fully contracted weir calculator
See USBR Manual for general methodology



INPUT DATA:       [Description]

Select Units:     

Head H :     
  
[ H > 0 ]
Width B :     
  
[ B > 0 ]
Height P :     
  
[ P > 0 ]


OUTPUT:

Warning:  Ratio H/B = 0 < 0.2.
Weir is fully contracted.

Discharge  Q :   0  



            

  Your request was processed at  09:33:27 pm on November 14th, 2024   [ 241114  21:33:27 ].


Thank you for running   online_vee_notch2   Please call again.   [131111]

Count