Basic Survey for Evaluation of Instream flow at Natural Recovery Reach

자연형 하천 복원구간의 하천유지유량 산정을 위한 기초조사

  • Sea, Kyu-Woo (Department of Civil Engineering, Dongeui University) ;
  • Woo, Sang-Hwan (Division of Water resources, Dasan Consultant Ltd.) ;
  • Kim, Gwang-Seob (Division of Engineering and Applied Sciences, Harvard University)
  • 서규우 (동의대학교 토목도시공학부 토목공학전공) ;
  • 우상환 (다산컨설턴트 수자원부) ;
  • 김광섭 (미국 Harvard 대학교 공학 및 응용과학부)
  • Published : 2001.12.30

Abstract

This study uses HEC-RAS for the quantitative aspects and the QUAL2E model for the qualitative aspects of the flow of urban streams, where the natural recovery system is applied. The instream flow of the small streams is estimated using the numerical model by verifying the existing data with the acquired data. The characteristics of the model reach place more weight on the drought discharge around the ordinary discharge, and this is caused by the natural recovery system that maintains the existing bank. The data of direct discharge to the sewage treatment plant through the inception pipe, BOD, DO, temperature, and so forth, are the official data from the department of environment. Considering the characteristics of small streams, the factors for the QUAL2E model are estimated with the focus on the hydraulic conditions and the stream view. This study proposes the future improvements for the natural recovery system by investigating the practical use of the waterfront and the application of the proper instream flow. Also, the hydraulic and hydrological investigation of the covering rate by the natural vegetation and the meandering by the varying river way is performed.

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