A Study on Shock Pressure of Breaking wave Exerted Upon Vertical Wall

수직벽상(垂直壁上)의 충격쇄파압(衝擊碎波壓)에 관한 연구(硏究)

  • 이봉학 (강원대학교 공과대학 토목공학과) ;
  • 최한규 (강원대학교 공과대학 토목공학과) ;
  • 김남원 (한국건설기술연구원)
  • Published : 1988.10.31

Abstract

Shock pressure of wave breaking on vertical wall is studied experimentally with beaches, which have four different slopes (1/4.02, 1/7.05, 1/10, 1 /13.5). This results is summerized as follows: 1. Maximum impact presures are occured where the wave break directly on the wall rather than breaking in front of the wall. 2. Deep water steepness, and the beach slope are the two Quantities governing the magnitude and location of maximum dimensionless impact pressure from wave breaking directly on the wall, also, the greatest pressure is produced with a beach slope of 1/10. 3. This study is clearly shown that the location of maximum pressure can be presented above still water level under respectively experimental condition. The dimensionless elevation of maximum Pressure is greatest on a beach slope of 1/10.

Keywords

Acknowledgement

Supported by : 문교부