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S-소단 경사식 방파제에서의 처오름에 대한 실험연구

Experimental study on Run-up of S-berm-Typed Rubble Mound Breakwaters

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키워드

주제분류토목공학

초록

본 연구에서는 s-소단 경사식 방파제에서의 처오름 특성을 검토하기 위하여 수리모형실험을 수행하였다. 소단의 높이와 폭을 변화시켜가며 파형경사 및 쇄파계수의 변화에 따른 처오름높이 계측결과를 분석하였다. 그 결과 소단의 폭과 높이가 증가될수록 처오름높이는 감소함을 알 수 있었으며, 파형경사와 쇄파계수의 변화에 따른 처오름높이의 변화는 크지 않음을 알 수 있었다.

Abstract

In this study, the run-up of water waves on slopes of s-berm breakwaters was investigated by performing a series of hydraulic experiments. The run-up height was analyzed in detail by using the effects of wave steepness and surf similarity parameter. In general, the run-up heights were decreased as the height and the width of berm were increased. However, the variation of run-up height was small for change of wave steepness and surf similarity parameter.

참고문헌 (8)

  1. ". Parameters affecting stability of rubble mound breakwaters. Journal of water way", asce(103), pp.141~163 (1976)
  2. "Manual on the use of rock in coastal and shoreline engineering", 2, pp.235~300 (1991)
  3. "Random Seas and Design of Marine Structures" (2000), University of Tokyo
  4. "Wave runup, transmission, and reflection for structures armored with CORE-LOC", 45, pp.33~52 (2002)
  5. ". Laboratory investigation of the vertical rise of solitary waves on impermeable slopes. Technical Memorandum 33", us army of corps of engineers (1953)
  6. ". Seaward profile for rubble mound breakwaters. Proc. 9th Coast. Engrg. Conf.", pp.553~559 (1964)
  7. "Stability of berm breakwaters with reduced armor stone weight", 31, pp.1577~1589 (2004)
  8. ". Journal of waterway", pp.66~80 (1988)

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