Author(s): S. P. Chee; S. Ray
Linked Author(s):
Keywords: No Keywords
Abstract: A widely adopted method of computing stream discharge with overbank flow is to utilize a flow resis tance equation and to employ the bed slope for both the main and side channels. This paper proposes a theoretical method of calculating the dischar ge of compound sections without the recourse of using a common energy gradient.
Year: 1985