Simulating low streamflows with hillslope storage models

被引:20
作者
Matonse, Adao H. [1 ]
Kroll, Chuck [1 ]
机构
[1] SUNY Syracuse, Coll Environm Sci & Forestry, Dept Environm Resources & Forest Engn, Syracuse, NY 13210 USA
关键词
VARIABLE SOURCE AREAS; BOUSSINESQ MODEL; GROUNDWATER OUTFLOW; COMPLEX HILLSLOPES; FREQUENCY-ANALYSIS; SUBSURFACE FLOW; UNIT RESPONSE; DROUGHT; WATER; CATCHMENTS;
D O I
10.1029/2007WR006529
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study a deterministic approach is applied to estimate low-streamflow series and statistics at a watershed scale. The kinematic wave hillslope storage (kw) and the hillslope storage Boussinesq (hsB) models are applied in conjunction with a simple conceptual framework to a small steep headwater catchment that is part of the Maimai watersheds in New Zealand. The models are compared on the basis of their ability to reproduce base flow series and low-streamflow statistics. Variations in the number of hillslope partitions and the impact of homogeneous and variable model parameters across hillslopes are explored. Our results confirm findings from previous studies that have indicated that for steep hillslopes like those at Maimai the kw and hsB models produce similar results. More partitioning and variable parameters across the watershed can better capture hydrogeologic heterogeneity, resulting in improved model performance.
引用
收藏
页数:13
相关论文
共 61 条
[1]  
[Anonymous], 1988, TECHNIQUES WATER RES
[2]  
[Anonymous], 1991, WAST ENG TREATM DISP
[3]  
Bergstrom S., 1995, Computer models of watershed hydrology., P443
[4]   Towards an alternative blueprint for a physically based digitally simulated hydrologic response modelling system [J].
Beven, K .
HYDROLOGICAL PROCESSES, 2002, 16 (02) :189-206
[5]   KINEMATIC SUBSURFACE STORMFLOW [J].
BEVEN, K .
WATER RESOURCES RESEARCH, 1981, 17 (05) :1419-1424
[6]  
Bogaart P.W., 2004, British Hydrological Society, Hydrology, V1, P251
[7]  
Boussinenq J, 1903, CR HEBD ACAD SCI, V136, P1511
[8]  
Boussinesq J., 1904, J. Math. Pure. Appl., V10, P5
[9]   THE UNIT RESPONSE OF GROUNDWATER OUTFLOW FROM A HILLSLOPE [J].
BRUTSAERT, W .
WATER RESOURCES RESEARCH, 1994, 30 (10) :2759-2763
[10]   THE RELATIVE IMPORTANCE OF COMPRESSIBILITY AND PARTIAL SATURATION IN UNCONFINED GROUNDWATER-FLOW [J].
BRUTSAERT, W ;
ELKADI, AI .
WATER RESOURCES RESEARCH, 1984, 20 (03) :400-408