학술대회자료
수중구조물과 방파제 간의 거리변화에 따른 수리 특성 실험
Hydraulic experiments on change of intervals between submerged structure and breakwater
- 한국방재학회
- 3. 한국방재학회 학술대회논문집
- 2007년
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2007.02168 - 171 (4 pages)
- 12
커버이미지 없음
The stability of a typical rubble mound breakwater defenced by a submerged structure is investigated using hydraulic experiments. Incident irregular waves are obtained from the Bretschneider-Mistuyasu spectrum. Experiments are carried out for different spacings between two breakwaters (X/d=2-3) and for different relative widths (B/h=0.7-3.0) of the submerged structure. It is observed that a submerged structure of (B/h) of 0.7-3.0 constructed at a seaward distance (X/d) of 2-3 breaks all the incident waves and dissipates energy and breakwater.
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