Peak discharge scaling in small hortonian watershed

被引:84
作者
Ogden, FL [1 ]
Dawdy, DR [1 ]
机构
[1] Univ Connecticut, Dept Civil & Environm Engn, Storrs, CT 06269 USA
关键词
watersheds; Mississippi; runoff; water discharge;
D O I
10.1061/(ASCE)1084-0699(2003)8:2(64)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Runoff data were analyzed from the semilmmid 21.2 km(2) Goodwin Creek Experimental Watershed (GCEW) in northern Mississippi to examine watershed response over a range of scales. Runoff is monitored at the GCEW outlet and in 13 subcatchments, ranging in area from 0.06 to 17.6 km(2). Previous data-based studies have shown that simple scaling theory fails to describe scaling of flood quantiles in large watersheds, and there is a fundamental change in scaling behavior in semihumid watersheds at an area of approximately 100 km(2). It has been found that flood quantiles in nearly all subbasins in the GCEW are self-similar as described by simple scaling theory. It has also been found that expected values of peak flows during single runoff events are described by a power law function of catchment area. The primary reasons why flood quantiles are self-similar on Goodwin Creek are that precipitation is relatively uniform over the basin; peak,discharges in smaller catchments are highly correlated with rainfall rates; nearly the entire watershed regularly contributes to runoff and; the groundwater table plays little role in runoff production.
引用
收藏
页码:64 / 73
页数:10
相关论文
共 40 条
[1]  
[Anonymous], 1995, DOCUMENTATION HYDROL
[2]  
[Anonymous], T AM GEOPHYS UNION
[3]  
[Anonymous], 1960, FLOOD FREQUENCY ANAL
[4]  
Bingner RL, 1996, T ASAE, V39, P85, DOI 10.13031/2013.27483
[5]   Process controls on regional flood frequency: Coefficient of variation and basin scale [J].
Bloschl, G ;
Sivapalan, M .
WATER RESOURCES RESEARCH, 1997, 33 (12) :2967-2980
[6]  
CADAVID EE, 1988, THESIS U MISSISSIPPI
[7]  
CHIRICO GB, 2001, THESIS U DEGLI STUDI
[8]   EFFECTIVE AND EFFICIENT GLOBAL OPTIMIZATION FOR CONCEPTUAL RAINFALL-RUNOFF MODELS [J].
DUAN, QY ;
SOROOSHIAN, S ;
GUPTA, V .
WATER RESOURCES RESEARCH, 1992, 28 (04) :1015-1031
[9]   AN EXPERIMENTAL INVESTIGATION OF RUNOFF PRODUCTION IN PERMEABLE SOILS [J].
DUNNE, T ;
BLACK, RD .
WATER RESOURCES RESEARCH, 1970, 6 (02) :478-&
[10]   DYNAMICS OF FLOOD FREQUENCY [J].
EAGLESON, PS .
WATER RESOURCES RESEARCH, 1972, 8 (04) :878-&