online_rectangular_weir: Calculation of discharge
through a rectangular weir
|
Formula:
Head H on the weir, in m [or ft]
Length L of the weir, in m [or ft]
Width B of the channel, in m [or ft]
Height P to the weir crest, in m [or ft]
Ce is a function of H/P and
L/B
kb is a function of
L/B
Discharge Q in L/s [or cfs]
See USBR Manual for general methodology
|
Your request was processed at 06:30:25 am on November 13th, 2024 [
241113 06:30:25 ].
Thank you for running online_rectangular_weir Please call again.
[131030 13:30]
|