Chapter
Apr 26, 2012
An Approach to Optimum Hydraulic Design of Diversion Weirs
Authors: A. Melih Yanmaz and Vehbi OzaydinAuthor Affiliations
Publication: Watershed Management and Operations Management 2000
Abstract
A computer-assisted method is developed for the optimum hydraulic design of diversion weirs. With a number of relevant input parameters and a known design irrigation discharge, which can be estimated according to the project requirements of an irrigation field composed of a desired crop pattern, the overall dimensions of a diversion weir are determined. The program tests various combinations of dimensions for the structural elements, ie. intake, settling basin, spillway, energy dissipater, etc., within the recommended ranges of hydraulic requirements. The alternative with the desired hydraulic performance and having the minimum total cost is then proposed. The use of the program enables a designer to compare several alternatives in terms of hydraulic conformity, structural safety levels and cost. An application is presented to illustrate the capabilities of the program.
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© 2000 American Society of Civil Engineering.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Barriers (by type)
- Benefit cost ratios
- Business management
- Dams
- Design (by type)
- Drop structures
- Engineering fundamentals
- Financial management
- Geotechnical engineering
- Hydraulic design
- Hydraulic engineering
- Hydraulics
- Irrigation
- Irrigation engineering
- Practice and Profession
- Protective structures
- Structural design
- Structural engineering
- Structural safety
- Structures (by type)
- Water and water resources
- Water intakes
- Weirs
Authors
Affiliations
A. Melih Yanmaz
Assoc. Prof., Civil Engrg. Dept., Middle East Technical University, 06531, Ankara, Turkey
Vehbi Ozaydin
Civil Eng., Ph. D., General Directorate of State Hydraulic Works, 06100, Ankara, Turkey
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