Unsteady Flow Model for an Irrigation Canal Network
Date of Award
Spring 2001
Document Type
Thesis
Degree Name
Master of Science (MS)
Department
Civil & Environmental Engineering
Program/Concentration
Civil Engineering
Committee Director
Laura J. Harrell
Committee Member
A. Osman Akan
Committee Member
Jaewan Yoon
Call Number for Print
Special Collections LD4331.E54 E44 2001
Abstract
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.
Rights
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DOI
10.25777/pzrs-2y31
Recommended Citation
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
https://digitalcommons.odu.edu/cee_etds/194