Journal of Industrial Technology (산업기술연구)

Kangwon National University, Institute of Industrial Technology (강원대학교 산업기술연구소)
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Hydraulic Model Test for Bridge Stability Analysis at Downstream of Chun-Chon Dam

춘천(春川)댐 방류시(放流時) 교량(橋梁)의 안정성(安定性) 검토(檢討)를 위한 수리모형실험(水理模型實驗) 연구(硏究)

  • 최한규 (강원대학교 토목공학과) ;
  • 백효선 (강원대학교 대학원 토목공학과) ;
  • 최상순 (산업대학원 토목공학과)
  • Published : 2004.08.31
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Abstract

In The case of the bridge which is located in the downstream of the dam, effect of the running water and stability of the bridge is studing by using the Hydraulic model test. 1. The water level change of 'Seosang1 bridge' along Chunchon dam spill occurred through this experiment more greatly than a numerical conspiracy. 2. Bight is the spot where a difference occurs in located bridge piers(p18-p28) greatly, and an influence of Chunchon dam occurs in greatly.

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