1. 1) 稲垣聡,新原雄二,鈴木一輝,岩前信幸:フィルターユニットによる洋上風力発電基礎の洗掘防止工とその設置範囲の実験的検討,土木学会論文集 B3(海洋開発),77巻 2号,I_361-I_366,2021. [Inagaki, S., Niihara, Y., Suzuki, K. and Iwamae, N.: Hydraulic model test on stability and installation area of scour protection for offshore wind turbine foundation using filter units, Journal of Japan Society of Civil Engineers, Ser. B3(Ocean Development), Vol. 77, Issue 2, _361-I_366,2021.]
2. 2) 小林航,関谷勇太,鈴木英樹,青田徹,松田節男,高橋武志,下迫健一郎,鈴木高二朗:袋型根固め材による洋上風力発電設備の洗掘防止効果と模型の縮尺効果に関する大規模水理模型実験,土木学会論文集 B2(海岸工学),Vol. 78,No. 2,I_709-I714,1996. [Kobayashi, W., Sekiya, Y., Suzuki, H., Aota, T., Matuda, S., Takahashi, T., Shimosako, K. and Suzuki, K.: Large scale hydraulic model experiment on scour prevention effect and scale effect of the model offshore wind powerfacilities by foot protection bag, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 78,No. 2,I_709-I_714,1996.]
3. 3) 池谷毅:フィルターユニットの形状決定理論と水理設計への応用,海岸工学論文集,49巻,766-770,2002. [Ikeya, T.: Shape determination theory of filter units and its application to hydraulic design, Proceedings of Japanese Conference on Coastal Engineering, Vol. 49, 766-770,2002.]
4. 4) Dean, R. G. : Physical modeling of littoral process, Physical Modeling in Coastal Engineering, CRC Press, pp. 119-139, 1985.
5. 5) Carstens, M. R. : Similarity laws for localized scour, Proc. ASCE, J. of the Hyd. Div., IAHR, Vol. 92, HY3, pp. 13-30, 1966.