Evaluation of land use/land cover datasets for urban watershed modeling

被引:17
作者
Burian, SJ [1 ]
Brown, MJ
McPherson, TN
机构
[1] Univ Arkansas, Dept Civil Engn, Bell Engn Ctr 4190, Fayetteville, AR 72701 USA
[2] Los Alamos Natl Lab, Energy & Environm Anal Grp, D4, Los Alamos, NM 87545 USA
关键词
land cover; land use; nonpoint source pollution; watershed modeling;
D O I
10.2166/wst.2002.0256
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Land use/land cover (LULC) data are a vital component for nonpoint source pollution modeling. Most watershed hydrology and pollutant loading models use, in some capacity, LULC information to generate runoff and pollutant loading estimates. Simple equation methods predict runoff and pollutant loads using runoff coefficients or pollutant export coefficients that are often correlated to LULC type. Complex models use input variables and parameters to represent watershed characteristics, and pollutant buildup and washoff rates as a function of LULC type. Whether using simple or complex models an accurate LULC dataset with an appropriate spatial resolution and level of detail is paramount for reliable predictions. The study presented in this paper compared and evaluated several LULC dataset sources for application in urban environmental modeling. The commonly used USGS LULC datasets have coarser spatial resolution and lower levels of classification than other LULC datasets. In addition, the USGS datasets do not accurately represent the land use in areas that have undergone significant land use change during the past two decades. We performed a watershed modeling analysis of three urban catchments in Los Angeles, California, USA to investigate the relative difference in average annual runoff volumes and total suspended solids (TSS) loads when using the USGS LULC dataset versus using a more detailed and current LULC dataset. When the two LULC datasets were aggregated to the same land use categories, the relative differences in predicted average annual runoff volumes and TSS loads from the three catchments were 8 to 14% and 13 to 40%, respectively. The relative differences did not have a predictable relationship with catchment size.
引用
收藏
页码:269 / 276
页数:8
相关论文
共 15 条
[1]  
[Anonymous], 1976, DEVELOPMENT, DOI DOI 10.3133/PP964,28-28
[2]   SOURCES OF POLLUTANTS IN WISCONSIN STORMWATER [J].
BANNERMAN, RT ;
OWENS, DW ;
DODDS, RB ;
HORNEWER, NJ .
WATER SCIENCE AND TECHNOLOGY, 1993, 28 (3-5) :241-259
[3]   Assessing watershed-scale, long-term hydrologic impacts of land-use change using a GIS-NPS model [J].
Bhaduri, B ;
Harbor, J ;
Engel, B ;
Grove, M .
ENVIRONMENTAL MANAGEMENT, 2000, 26 (06) :643-658
[4]  
BURIAN SJ, 2000, LAUR001849 LOS AL NA
[5]   Evaluation of methods for estimating stormwater pollutant loads [J].
Charbeneau, RJ ;
Barrett, ME .
WATER ENVIRONMENT RESEARCH, 1998, 70 (07) :1295-1302
[6]  
Dale VH, 2000, ECOL APPL, V10, P639
[7]  
EPA, 1983, RES NAT URB RUN PROG, V1
[8]  
HARBOR J, 1994, J AM PLANN ASSOC, V60, P90
[9]  
HILL K, 2000, RAPID LAND COVER CLA
[10]  
Huber W.C., 1988, Storm water management model, User's manual