Comparison of CANWET and HSPF for water budget and water quality modeling in rural Ontario

被引:9
作者
Ahmed, Syed I. [1 ]
Singh, Amanjot [2 ]
Rudra, Ramesh [1 ]
Gharabaghi, Bahram [1 ]
机构
[1] Univ Guelph, Sch Engn, Guelph, ON N1G 2W1, Canada
[2] Credit Valley Conservat Author, Mississauga, ON L5N 6R4, Canada
来源
WATER QUALITY RESEARCH JOURNAL OF CANADA | 2014年 / 49卷 / 01期
关键词
modeling; sediment; water budget; water quantity; SOURCE POLLUTION MODELS; SIMULATION; PROGRAM;
D O I
10.2166/wqrjc.2013.044
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This study comparatively evaluates the Hydrological Simulation Program-FORTRAN (HSPF) model and the Canadian ArcView Nutrient and Water Evaluation Tool (CANWET) for non-point source pollution (NPS) management in rural Ontario watersheds. Both models were calibrated, validated, and applied to a 52 km(2) headwater rural watershed known as the Canagagigue Creek near Elmira in the Grand River basin, Ontario, Canada. A comparison of the simulated and observed values for stream flow, surface runoff, subsurface runoff, evapotranspiration, and sediment yield showed that (Better Assessment Science Integrating Point and Nonpoint Sources) BASINS/HSPF and CANWET models have similar capabilities to simulate various hydrological processes at the watershed scale. The seasonal stream flow comparison between observed and simulated values from HSPF and CANWET showed Nash-Sutcliffe efficiency (Nash-E) coefficients of 0.80 and 0.72, respectively. The monthly comparison between the simulated and observed stream flow yielded Nash-E coefficients of 0.88 and 0.94 for HSPF and CANWET, respectively. Overall, both models predicted the components of the annual, seasonal, and monthly water budget accurately. There was a considerable difference in the monthly simulated sediment yield by both models. This difference is consistent with the surface runoff variation predicted by both models. Both models predicted sediment yield with early winter and spring storms which is typical for southern Ontario.
引用
收藏
页码:53 / 71
页数:19
相关论文
共 46 条
[1]   Calibration of the Hydrological Simulation Program Fortran (HSPF) model using automatic calibration and geographical information systems [J].
Al-Abed, NA ;
Whiteley, HR .
HYDROLOGICAL PROCESSES, 2002, 16 (16) :3169-3188
[2]  
[Anonymous], 2000, BASINS Technical Note 6
[3]  
[Anonymous], 2004, CANWET USERS GUIDE
[4]   Large area hydrologic modeling and assessment - Part 1: Model development [J].
Arnold, JG ;
Srinivasan, R ;
Muttiah, RS ;
Williams, JR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1998, 34 (01) :73-89
[5]   Development of bacteria and benthic total maximum daily loads: A case study, Linville Creek, Virginia [J].
Benham, BL ;
Brannan, KM ;
Yagow, G ;
Zeckoski, RW ;
Dillaha, TA ;
Mostaghimi, S ;
Wynn, JW .
JOURNAL OF ENVIRONMENTAL QUALITY, 2005, 34 (05) :1860-1872
[6]  
Bicknell BJ., 2001, HYDROLOGICAL SIMULAT
[7]  
Bingner RL., 2005, AnnAGNPS Technical Processes Documentation
[8]  
Borah DK, 2003, T ASAE, V46, P1553, DOI [10.13031/2013.15644, 10.13031/2013.16110]
[9]   Hydrologic modeling at the watershed scale using NPSM [J].
Carrubba, L .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2000, 36 (06) :1237-1246
[10]   The relative impacts of climate change and urbanization on the hydrological response of a Korean urban watershed [J].
Chung, Eun-Sung ;
Park, Kyungshin ;
Lee, Kil Seong .
HYDROLOGICAL PROCESSES, 2011, 25 (04) :544-560