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Long-term Bed Change Analysis and Equilibrium Bed Elevation Prediction after Weir Construction in Nakdong River

낙동강의 보 구조물 설치 후 장기 하상변동 분석 및 평형하상고 예측에 관한 연구

  • Ji, Un (Hydro Science and Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology) ;
  • Jang, Eun-Kyung (Hydro Science and Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology) ;
  • Kim, Won (Hydro Science and Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology)
  • 지운 (한국건설기술연구원 수자원.하천연구소) ;
  • 장은경 (한국건설기술연구원 수자원.하천연구소) ;
  • 김원 (한국건설기술연구원 수자원.하천연구소)
  • Received : 2015.09.03
  • Accepted : 2015.10.08
  • Published : 2015.10.31

Abstract

Bed changes in the Nakdong River were analyzed with long-term monitoring data for analyzing riverbed change patterns after Four Major Rivers Restoration Project (FMRRP). Also, possible long-term bed changes were predicted using one-dimensional numerical model for the section where the largest change was observed after FMRRP. The sensitive analysis was performed with different incoming sediment discharge conditions and sediment transport equations. The numerical model was calibrated by comparing short-term monitoring data and simulated results, and was applied for predicting bed change after 10 years. As a result of monitoring data analysis, the largest change in bed elevation occurred at the section between the Changnyeong-Haman and Hapcheon-Changnyeong weirs. The result of one-dimensional numerical modeling for 10 years indicated that maximum depositions of 2.07 m and 3.26 m were produced in this section.

본 논문에서는 4대강 살리기 사업이 수행된 낙동강의 하상변동 양상을 해석하기 위해 과거 장기 모니터링 자료를 활용한 하상변동 분석을 수행하였다. 또한 4대강 살리기 사업 후 가장 큰 하상변동이 관측된 구간을 대상으로 향후 발생할 수 있는 장기 하상변동을 1차원 하상변동모형을 구축하여 예측하였다. 유입유사량 조건 및 유사이송공식에 따른 하상변동 예측 결과 값의 민감도 분석을 수행하였으며 단기 모니터링 실측자료와 하상변동 모의결과 값을 비교하여 모형 보정을 수행한 후 10년 장기 하상변동을 예측하였다. 모니터링 자료 분석 결과, 4대강 창녕 함안보-합천 창녕보 구간에서 전반적으로 가장 큰 최심하상고 변화가 나타났다. 1차원 하상변동 모형을 활용한 10년 동안의 장기 하상변동 수치모의에서는 창녕 함안보와 합천 창녕보 구간에서 구간별로 최대 2.07 m에서 3.26 m의 유사 퇴적이 발생하는 것으로 나타났다.

Keywords

References

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