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수리학적 모형을 이용한 낙동강 하류구간에서의 홍수도달시간 시나리오 분석

Scenario Analysis of Flood Travel Time using Hydraulic Model in Downstream of Nakdong River

  • 투고 : 2014.12.17
  • 심사 : 2015.02.13
  • 발행 : 2015.03.31

초록

대하천사업 이후 낙동강 유역의 수문환경이 변화함에 따라 낙동강 전 유역에 대한 도달시간 재산정도 필요한 상황이며 보와 보 사이 구간에 대한 홍수도달시간 산정도 필요한 현실이다. 이에 본 연구에서는 대하천사업 이후의 지형을 반영하여 창녕함안보에서 하구둑까지 홍수도달시간을 수리학적 모형을 이용하여 산정하였으며, 유량조건과 수위조건의 경우로 나누어 분석하였다. 본 연구에서는 방류유량, 방류형식, 하류단 경계조건, 지류의 유무에 따라 총 84개의 시나리오를 구성하여 유량과 수위에 대해 초기홍수도달시간과 첨두홍수도달시간을 각각 산정하였다. 본 연구에서 분석된 다양한 시나리오들은 홍수예경보시스템, 조류배제운영 등 현장에서 활용 가능할 것으로 사료된다.

Modification of travel time is necessary in all Nakdong river basin because hydrological conditions of Nakdong river basin were changed after major rivers project. Also calculation of flood travel time at between sections of weirs is necessary. In this study, flood travel time was calculated using hydraulic model and the latest topographical data from Changnyeong-Haman weir to Nakdong river estuary bank. Analysis of discharge and stage conditions were carried out. 84 of the scenarios were organized according to flow rate, discharge type, boundary conditions, and tributary conditions. Flood travel time of initial and peak were calculated with discharge and stage conditions, respectively. The results of this study will be available in practical business work such as flood forecast warning and weir operation on algae removal.

키워드

참고문헌

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