Calculation of discharge through a Cipolletti weir, Victor Miguel Ponce, San Diego State University

    online_cipolletti: Calculation of discharge through a Cipolletti weir

Formula:

Q = 3.367 L H^3/2          [in U.S. Units]

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

INPUT DATA:       [Description]

Select Units:

Head H :


[ H > 0 ]

Length L :


[ L > 0 ]

Height P :


[ P > 0 ]

Width b :


[ b > 0 ]

OUTPUT:

Warning: Ratio P/H = 0 < 2.

Warning: Ratio b/H = 0 < 2.

Discharge Q : 0



Your request was processed at 03:17:39 am on July 16th, 2019   [ 190716  03:17:39 ].

Thank you for running online_cipolletti Please call again. [131027]