春川댐 放流時 橋梁의 安定性 檢討를 위한 水理模型實驗 硏究

• 영문명: Hydraulic Model Test for Bridge Stability Analysis at Downstream of Chun-Chon Dam
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 최한규(Choi Han Kyu) 백효선(Beak Hyo Seon) 최상순(Choi Sang Soon)
• 간행물 정보: 『산업기술연구』vol.24, 117~122쪽, 전체 6쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2004.09.30

영문 초록

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.

목차

Abstract

1. 서론

2. 기본이론

3. 모형제작 및 실험훈비

4. 수치모형에 의한 수리영향 검토

5. 수리모형실험

6. 결론

참고문헌