OPTIMIZATION OF DESIGN CAPACITY OF AN AQUEDUCT
A methodology to determine aqueduct design capacity under varying damand conditions has been developed. Two models of increasing complexity have been presented. In the first model the demand functions have simultaneous peaks, whereas in the second model they are completely general. Both models are deterministic and use dynamic programming to maximize net benefits. The models have been tested on a hypothetical system.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339437
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Corporate Authors:
American Society of Civil Engineers
345 East 47th Street
New York, NY United States 10017-2398 -
Authors:
- SATHAYE, J
- Hall, W A
- Publication Date: 1976-9
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 295-305
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Serial:
- Journal of Irrigation and Drainage Engineering
- Volume: 102
- Issue Number: IR3
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9437
- Serial URL: https://ascelibrary.org/journal/jidedh
Subject/Index Terms
- TRT Terms: Aqueducts; Design capacity; Dynamic programming; Mathematical models; Optimization
- Uncontrolled Terms: Models
- Subject Areas: Highways; Hydraulics and Hydrology;
Filing Info
- Accession Number: 00141808
- Record Type: Publication
- Report/Paper Numbers: ASCE #12396
- Files: TRIS
- Created Date: Jan 16 1977 12:00AM