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한천저류지 운영에 따른 홍수조절효과 평가

An Evaluation of the Flood Control Effect according to the Hancheon Reservoir Operation

  • 문덕철 (제주특별자치도개발공사 물산업연구센터) ;
  • 정관수 (충남대학교 공과대학 토목공학과) ;
  • 박원배 (제주발전연구원 연구실) ;
  • 김용철 (한국지질자원연구원 지구환경연구본부)
  • 투고 : 2013.12.09
  • 심사 : 2013.12.31
  • 발행 : 2014.02.28

초록

본 연구에서는2007년 제주지역을 강타한 태풍 '나리' 이후 홍수조절을 위해 한천유역에 설치된 저류지의 효과를 정량적으로 평가하였다. 이를 위해 2010년 태풍 '뎬무'의 내습 시, 한천 상 하류에 위치한 하천유량관측소의 자료와 저류지 유입량 자료를 이용하여 한천저류지 운영이 하류지역에 미치는 홍수저감 효과를 검토하였다. 분석결과, 하류지역에서의 실제 하천수위는 3.44m를 기록하였으나, 수위-유량 관계식, 유출전파속도, 저류지 유입량 등을 활용하여 저류지가 운영되지 않았을 경우의 하류지역 하천수위를 분석한 결과 4.16m로 예측되었다. 이와 같은 결과는 한천유역에 설치된 저류지의 홍수저감 효과를 분명하게 보여주는 것으로 향후 유사한 사상에 대해서도 적절한 기여를 할 수 있을 것으로 판단되었다.

Hancheon reservoir, which is located upstream of Jeju city, has been built for flood mitigation after Typhoon Nari, 2007. To verify flood mitigating effect of the this reservoir on the downstream area, runoff analysis based on the measured data (two stream discharge monitoring stations and inflow data to the reservoir) is carried out during torrential rain followed by typhoon Dainmu, 2010. The stream water level was recorded as 3.14 m for the peak at the down gradient station. The stream water level under the assumption of absence of Hancheon reservoir is calculated as 4.16 m using the estimated rating curve, stream water propagation velocity, and the bypassed volume of water to the reservoir. This result shows that clear effect of reservoir operation which is capable of mitigating peak discharge in the downstream area.

키워드

참고문헌

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피인용 문헌

  1. Evaluation and complementation of observed flow in the Hancheon watershed in Jeju Island using a physically-based watershed model vol.49, pp.11, 2016, https://doi.org/10.3741/JKWRA.2016.49.10.951
  2. Assessing Unit Hydrograph Parameters and Peak Runoff Responses from Storm Rainfall Events: A Case Study in Hancheon Basin of Jeju Island vol.24, pp.4, 2015, https://doi.org/10.5322/JESI.2015.24.4.437