A Computer Model for the Hydraulic Analysis of Open Channel Cross Sections

Irrigation and hydraulic engineers are often faced with the difficulty of tedious trial solutions of the Manning equation to determine the various geometric elements of open channels. This paper addresses the development of a computer model for the design of the most commonly used channel-sections....

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Bibliographic Details
Main Authors: W. H. Shayya, R. H. Mohtar, M. S Baasiri
Format: Article
Language:English
Published: Sultan Qaboos University 1996-01-01
Series:Journal of Agricultural and Marine Sciences
Subjects:
Online Access:https://journals.squ.edu.om/index.php/jams/article/view/486