What is the formula for discharge, when standing wave flume is used?
(a) Q = 1.7 x B x H^3/2
(b) Q = 1.7 x Cd x B x H^3/2
(c) Q = 1.7 x Cd x B x H
(d) Q = 1.7 x Cd x H^3/2
This question was addressed to me in my homework.
Enquiry is from Regulation Modules topic in section Regulation Modules and Canal Structure of Irrigation Engineering