한국농공학회지 (Magazine of the Korean Society of Agricultural Engineers)

한국농공학회 (The Korean Society of Agricultural Engineers)
권호 표지

토지이용변화에 따른 수문영향분석

Evaluation of Hydrological Impacts Caused by Land Use Change

  • 발행 : 2002.09.01
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

A grid-based hydrological model, CELTHYM, capable of estimating base flow and surface runoff using only readily available data, was used to assess hydrologic impacts caused by land use change on Little Eagle Creek (LEC) in Central Indiana. Using time periods when land use data are available, the model was calibrated with two years of observed stream flow data, 1983-1984, and verified by comparison of model predictions with observed stream flow data for 1972-1974 and 1990-1992. Stream flow data were separated into direct runoff and base flow using HYSEP (USGS) to estimate the impacts of urbanization on each hydrologic component. Analysis of the ratio between direct runoff and total runoff from simulation results, and the change in these ratios with land use change, shows that the ratio of direct runoff increases proportionally with increasing urban area. The ratio of direct runoff also varies with annual rainfall, with dry year ratios larger than those for wet years shows that urbanization might be more harmful during dry years than abundant rainfall years in terms of water yield and water quality management.

키워드

참고문헌

  1. Bhaduri, B., M Grove., C Lowry, and J. Harbor. 1997. Assessing the long-term hydrologic impact of land-use change: Cuppy McClure watershed, Indiana. Journal of the American Water Works Association 89:94-106
  2. Bhaduri, B., J. Harbor, B. A. Engel, and M. Grove. 2000. Assessing Watershed-Scale, Long-Term Hydrologic Impacts of Land-Use Change Using a GIS-NPS Model. Environmental Management 26 (6) :643-658
  3. Bhaduri, B., M. Minner, S. Tatalovich, and J. Harbor. 2001. Long-Term Hydrologic Impact of Urbanization: A Tale of Two Models. Journal of Water Resources Planning and Mangement 127(1):13-19
  4. Choi, J. Y., B. A. Engel, and H. W. Chung. 2002. Daily streamflow simulation using curve-number technique. Hydrological Processes (In press)
  5. Doyle, M, J. Harbor, C. Rich, and A. Spacie. 2000. Examining the effects of urbanization on streams using indicators of geomorphic stability. Physical Geography 21:155- 181
  6. Grove, M 1997. Development and Application of a GIS-Based Model for Assessing the Long-Term Hydrologic Impacts of Land-Use Change. Unpublished MS thesis. West Lafayette, Indiana. Purdue University
  7. Grove, M., J. Harbor, and B. A. Engel. 1998. Composite Versus Distributed Curve Numbers: Effects on Estimates Of Storm Runoff Depths. Journal of the American Water Resources Association 34 (5):1015-1023
  8. Grove, M., J. Harbor, B. Engel, and S. Muthukrishnan. 2001. Impacts of Urbanization on Surface Hydrology, Little Eagle Creek, Indiana, and Analysis of LTHIA Model Sensitivity to Data Resolution. Physical Geography 22:135-153
  9. Harbor, J. 1994. A practical method for estimating the impact of land-use change on surface runoff, groundwater recharge and wetland hydrology. Journal of the American Planning Association 60 (1) :95-108
  10. Harbor, J., B. Bhaduri, M. Minner., S. Jaganapathy, M. Herzog, and J. Teufert. 2001. Urbanization and Environment. In The Physical Geography of North America, ed. Orme, A.
  11. Leitch, C., and Harbor, J., 1999, Impacts of land use change on freshwater runoff into the near-coastal zone, Holetown watershed, Barbados: Comparisons of long-term to single-storm effects. Journal of Soil and Water Conservation 54:584-592
  12. Linsley, R. K., 1981, Rainfall-Runoff Models An Overview, In Proceedings of the International Symposium on Rainfall-Runoff Modeling Mississippi State University, Mississippi State, USA, ed. Singh, Vijay P., :Water Resources Publications
  13. McClintock, K., J. Harbor, and T. Wilson, 1995, Assessing the hydrologic impact of land use change in wetland watersheds, a case study from northern Ohio, USA In Geomorphology and land management in a changing environment, eds. D. McGregor and D. Thompson, 107-119: John Wiley & Sons, New York
  14. Minner, M., J. Harbor, S. Happold, and P. Michael-Butler. 1998. Cost apportionment for a storm water management system: differential burdens on landowners from hydrologic and area-based approaches. Applied Geographic Studies 2:247-260
  15. Nash J. E. and J. V. Sutcliffe. 1970. River flow forecasting through conceptual models Part I - A discussion of principles. Journal of Hydrology 10:282-290
  16. Pruitt, W. O., J. L. Wright, R. D. Burman, and P. R. Nixon. 1983. Water Requirements. Design and Operation of Farm Irrigation Systems, ed. Jensen, M. E., ASAE Monograph No.3, ASAE: Michigan USA
  17. Schueler, T. 1994. The Importance of Imperviousness Watershed Protection Techniques 1(3): 100-111
  18. Sloto R. A., and M. Y. Crouse, 1996, HYSEP: A Computer Program for Stream Flow Hydrograph Separation and Analysis. US. Geological Survey, Water-Resources Investigations Report 96-4040
  19. U. S. Department of Agriculture, 1971, SCS National Engineering Handbook. Section 4. Hydrology. USDA SCS: Washington D. C.
  20. White, K. E., and Sloto, R. A., 1990, Base-Flow-Frequency Characteristics of Selected Pennsylvania Streams. US. Geological Survey, Water-Resources Investigations Report 90-4160