Determination of Clark's Unit Hydrograph Parameters for Watersheds

被引:8
作者
Che, Daniel [1 ]
Nangare, Mandar [1 ]
Mays, Larry W. [1 ]
机构
[1] Arizona State Univ, Sch Sustainable Engn & Built Environm, Tempe, AZ 85257 USA
关键词
Time-area relationship; Clark's unit hydrograph; Optimization; Golden section search; Discrete horizontal line search; Unit hydrograph;
D O I
10.1061/(ASCE)HE.1943-5584.0000796
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article explains the application of search algorithms to determine the parameters for Clark's unit hydrograph. The golden section search algorithm and discrete horizontal line search method were applied to a composite unit hydrograph developed for a watershed. The methodology developed here was applied to watersheds near Buckeye, Arizona, Fort Worth, Texas, and San Antonio, Texas. The only difference in determining the Clark's unit hydrograph parameters for these watersheds was the time-area relationships. This relationship for Texas watersheds is different than that for Arizona watersheds. Resulting ordinates of Clark's unit hydrograph are comparable to the derived composite unit hydrograph.
引用
收藏
页码:384 / 387
页数:4
相关论文
共 7 条
[1]   Determination of Optimal Unit Hydrographs and Green-Ampt Parameters for Watersheds [J].
Che, Daniel ;
Nangare, Mandar ;
Mays, Larry W. .
JOURNAL OF HYDROLOGIC ENGINEERING, 2014, 19 (02) :375-383
[2]  
CLARK CO, 1945, T AM SOC CIV ENG, V110, P1419
[3]  
Flood Control District of Maricopa County, 1995, DRAIN DES MAN MAR CO
[4]  
Mays L.W., 1992, Hydrosystems engineering and management
[5]  
Sherman L.K., 1932, Eng. News-Rec, V108, P501
[6]  
U.S. Army Corps of Engineers (USACE), 1990, HEC 1 FLOOD HYDR PAC
[7]   OPTIMAL DETERMINATION OF LOSS RATE-FUNCTIONS AND UNIT HYDROGRAPHS [J].
UNVER, O ;
MAYS, LW .
WATER RESOURCES RESEARCH, 1984, 20 (02) :203-214