Unsteady Flow Model for an Irrigation Canal Network
Date of Award
Master of Science (MS)
Civil & Environmental Engineering
Laura J. Harrell
A. Osman Akan
Call Number for Print
Special Collections LD4331.E54 E44 2001
A mathematical model is developed to route unsteady flow through an irrigation canal network. The model is designed to handle branches, lateral inflow and outflow, sluice gates, and various boundary conditions. The model is developed for use on a personal computer. A specific irrigation canal network in Egypt is used as a case study to verify the model, and the results are presented. Full documentation is included in the appendix.
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El Gamel, Talaat T..
"Unsteady Flow Model for an Irrigation Canal Network"
(2001). Master of Science (MS), Thesis, Civil & Environmental Engineering, Old Dominion University, DOI: 10.25777/pzrs-2y31