대한토목학회논문집 (KSCE Journal of Civil and Environmental Engineering Research)

  • 제33권3호
  • /
  • Pages.927-935
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  • 2013
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  • 1015-6348(pISSN)
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  • 2799-9629(eISSN)
대한토목학회 (Korean Society of Civil Engeneers)
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지하저류조 신설에 따른 우수 유출량 저감

Reduction of Rainfall Runoff by Constructing Underground Storage Tank

  • 송창근 (서울학교 건설환경공학부) ;
  • 서일원 (서울학교 건설환경공학부) ;
  • 정영재 (콜로라도 주립대학교 토목환경공학과)
  • 투고 : 2012.09.06
  • 심사 : 2013.03.18
  • 발행 : 2013.05.30
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초록

본 연구에서는 서울대학교 댐 하류 노천강당 유역과 공대폭포 유역에 지속시간 1시간 50년 빈도 강우에 관한 저수지 홍수추적을 실시하고 지하저류조가 설치되는 경우 다음의 사항에 초점을 맞추어 분석을 수행하였다 (1) 저류조의 저류량; (2) 우수유출량 및 첨두수위의 저감정도; (3) 지체시간 변화; (4) 신설 지하저류조의 유출입부 암거 설계. 노천강당 유역에 $25,000m^3$ 저류조가 설치되는 경우 총 유입량 대비 49.43 %의 저류효과가 발생하고 49.64 %의 첨두 유량 감소효과와 28분의 지체시간 증대효과를 얻을 수 있었으며, 첨두 수위는 $15,000m^3$ 저류조에 비해 35 cm 낮게 나타났다. 기존 저류시설과 신설 지하저류조의 공동 운영을 통해, 홍수 발생 시 댐 유역에서 초과되는 유출량을 탄력적으로 관리할 수 있는 것으로 판단된다.

In this study, reservoir routings for 1 hour-50 year precipitation frequency were carried out at the Engineering Water Fall and the Amphitheater located at the downstream of Seoul National University Dam. Main analysis was focus on the following matters: (1) storage amount by the tank; (2) reduction of the outflow and the peak water surface elevation; (3) change of phase lag time; and (4) design of new boxes at the inlet and outlet of storage tank. As for the storage tank of $25,000m^3$ built in the Amphitheater area, the tank induced 49.43 % storage effect, 28 min. phase lag time, and reduced the peak outflow by 49.64 %. In addition, the peak water surface elevation was lowered by 35 cm compared with that of $15,000m^3$ storage tank. It is concluded that combined management of previous storage facility and new underground storage tank would control the excessive rainfall runoff efficiently.

키워드

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피인용 문헌

  1. The Analysis of Rainwater Storage Facility Project for the Urban Disaster Prevention in Busan and its Countermeasures vol.25, pp.1, 2015, https://doi.org/10.7474/TUS.2015.25.1.037
  2. Evaluation of ground characteristics near underground rainfall storage facilities using shear wave velocity vol.16, pp.2, 2014, https://doi.org/10.9711/KTAJ.2014.16.2.225