물 환경 건전화를 위한 도시하천의 물 순환 모의 (II) - 도림천 유역 -

Hydrologic Cycle Simulation of Urban River for Rehabilitation of Water Environment (II) - Dorimcheon Basin -

  • 이상호 (부경대학교 건설공학부) ;
  • 이정민 (부경대학교 건설공학부)
  • Lee, Sang-Ho (Department of Civil and Construction Engineering, Pukyong National University) ;
  • Lee, Jung-Min (Department of Civil and Construction Engineering, Pukyong National University)
  • 투고 : 2005.12.07
  • 심사 : 2006.08.14
  • 발행 : 2006.09.30

초록

The hydrologic cycle in urban catchment has been changed due to the expansion of impervious area by rapid urban development. In this study, the SWMM 5 (Storm Water Management Model 5) model was used to simulate the hydrologic cycle of the Dorimcheon catchment which suffers from the distorted hydrologic cycle as a typical urban catchment. This study compare continuous simulation of urban runoff combining the channel and sewer system with that of channel only in the Dorimcheon catchment. Continuous simulations of urban runoff were performed for the upstream basin of Dorim bridge. The urban impervious regions were processed by the land use analysis from LANDSAT_TM images. It was performed from 1975 to 2000 for every five years. Surface, groundwater and wastewater runoffs were additionally included in the simulations one at a time. Such simulations made it possible to evaluate those components quantitatively. The result of continuous simulation of urban runoff combining the channel and sewer system is that peak flow and recession are well simulated. The analysis results of urbanization effect on runoff are as follows: the surface runoff in 2000 increases to 64% of the whole precipitation whereas the surface runoff in 1975 amounts to 46% of the precipitation; the groundwater runoff in 2000 amounts to 6% and shows 8% decrease during the period from 1975 to 2000.

키워드

과제정보

연구 과제 주관 기관 : 수자원

참고문헌

  1. 건화엔지니어링, 하수관거조사 및 정비 기본설계 보고서(도림천 배수유역), 서울특별시, pp. 3-523 (1998)
  2. 김윤영, 도시지역 지하수의 수리지질학적 특성: 서울지역 지하수 시스템 분석, 박사학위논문, 서울대학교, pp. 1-100 (2000)
  3. 노성진, 김현준, 장철희, 청계천 유역에 대한 WEP 모형의 적용, 한국수자원학회지, 38(8), pp. 645-653 (2005)
  4. 도화종합기술공사, 하수도정비기본계획(변경) 보고서, 서울특별시, pp. 3-689 (2002)
  5. 동일기술공사, 도림천 하천정비 기본계획 보고서, 서울특별시, pp. 3-500 (2002)
  6. 두산엔지니어링, 도림천 친수공간 조성사업 기본계획 및 기본설계, 관악구, pp. 3-517 (2000)
  7. 삼안기술공사, 안양천 유역종합 치수대책 보고서, 건설부, pp. 3-310 (1983)
  8. 서규우, 배덕효, 유역개발에 따른 도시하천에서의 유출량 및 도달시간 변화에 관한 연구, 한국수자원학회지, 29(3), pp. 207-216 (1996)
  9. 서울대학교, 안양천 유역의 물순환 건전화 기술적용, 연구 보고서, 과학기술부, pp. 456-539 (2004)
  10. 서울특별시, 서울시 지하수 기본조사, 농어촌진흥공사, pp 72-117 (1996)
  11. 성효현, 수도권지역 개발에 따른 자연재해 특징분석, 한국GIS학회지, 4(1), pp. 21-42 (1996)
  12. 이정민, 이상호, 이길성, 물 환경 건전화를 위한 도시하천의 물 순환 모의 ( I ) - 안양천 유역 -, 한국물환경학회지, 22(2), pp. 349-357 (2006)
  13. Baffaut, C. and Delleur, J. W., Expert System for Calibrating SWMM, Journal of Water Resources Planning and Management, ASCE, 115(3), pp. 278-298 (1989)
  14. Baffaut, C. and Delleur, J. W., Calibration of SWMM Runoff Quality Model with Expert System, Journal of Water Resources Planning and Management, ASCE, 116(2), pp. 247-261 (1990)
  15. Huber, W. C. and Dikinson, R. E., Stormwater management model. Version 4: User's manual Ver. 2.1, U. S. Army Corps of Engineers, Computer Program 723-S8-L7520, pp. 1-222 (1988)
  16. James, W., Huber, W. C., Dickinson, R. E. and lames, W. R. C., Water systems models [2] HYDRAULICS Users guide to SWMM4 TRANSPORT, EXTRAN and STORAGE modules, CHI, Guelph, Ontario, Canada, pp. 1-572 (1998)
  17. Liong, S. Y., Chan, W. T. and Lum, L. H., Knowledge-based System for SWMM Runoff Component Calibration, Journal of Water Resources Planning and Management, ASCE, 117(5), pp. 507-524 (1991)