online_cipolletti: Calculation of discharge
through a Cipolletti weir
|
Formula:
Head H on the weir, in m [or ft]
Length L on the weir, in m [or ft]
Height P to the weir crest, in m [or ft]
Side width b, in m [or ft]
Discharge Q in L/s [or cfs]
See USBR Manual for general methodology
|
Your request was processed at 09:49:38 pm on January 18th, 2021 [
210118 21:49:38 ].
Thank you for running online_cipolletti Please call again.
[131027]
|