Determination of clark's unit hydrograph parameters for watersheds

Journal of Hydrologic Engineering

Volumn 19, Issue 2, 2014, Pages 384-387

  Che, Daniel ^a   Nangare, Mandar ^a   Mays, Larry W ^a  

^a Arizona State University   (United States)

Author keywords

Clark's unit hydrograph; Discrete horizontal line search; Golden section search; Optimization; Timearea relationship; Unit hydrograph

Indexed keywords

ARIZONA; GOLDEN SECTION SEARCH; LINE SEARCH METHOD; LINE SEARCHES; SAN ANTONIO; SEARCH ALGORITHMS; TIMEAREA RELATIONSHIP; UNIT HYDROGRAPH;

GOLD; LEARNING ALGORITHMS; OPTIMIZATION;

WATERSHEDS;

ALGORITHM; OPTIMIZATION; UNIT HYDROGRAPH; WATERSHED;

TEXAS; UNITED STATES;

EID: 84892898539     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000796     Document Type: Article

References (7)

1. Che, D., Nangare, M., and Mays, L. W. (2014). "Determination of optimal unit hydrographs and Green-Ampt parameters for watersheds." J. Hydrol. Eng., 10.1061/(ASCE)HE.1943-5584.0000798, 375-383.
2. Clark, C. O. (1945). "Storage and the unit hydrograph." Trans. ASCE, 110, 1419-1488.
3. Flood Control District of Maricopa County. (1995). Drainage design manual for Maricopa County, Phoenix.
4. Mays, L. W., and Tung, Y. K. (1992). Hydrosystems engineering and management, McGraw-Hill, New York.
5. Mays, L. W., and Unver, O. (1984). "Optimal determination of loss rate function and unit hydrographs." Water Resour. Res., 20(2), 203-214.
6. Sherman, L. K. (1932). "Stream flow from rainfall by the unit hydrograph method." ENR, 108, 501-505.
7. U.S. Army Corps of Engineers (USACE), Hydrologic Engineering Center. (1990). HEC-1 flood hydrograph package, program user's manual, U.S. Army Corps of Engineers, Davis, CA.