@article{oai:kanazawa-u.repo.nii.ac.jp:00009677,
 author = {沖, 和哉 and 柿木, 哲哉 and 由比, 政年 and 辻本, 剛三 and 山田, 文彦},
 issue = {2},
 journal = {土木学会論文集B2(海岸工学) = Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)},
 month = {Jan},
 note = {Experimental study is conducted in vertical 2-D wave basin to investigate the wave dissipation performance of floating breakwater under the influence of water level change. Two types of floating structure are tested; one is rectangular body and the other is double barrier floating breakwater (DBFB) which has vertical barriers on both sides of rectangular body. Fixed and heaving cases are examined to reveal the characteristics of reflection and transmission coefficient. From these results, it is found that fixed type breakwater is severely influenced from water level and DBFB shows high performance constantly.},
 pages = {I_726--I_730},
 title = {平均水面の変化が浮消波堤の波高低減効果に与える影響に関する実験的研究},
 volume = {68},
 year = {2012}
}