1. 1) 公益社団法人日本港湾協会：港湾の施設の技術上の基準・同解説, p. 186, 2018. [The Overseas Coastal Area Development Institute of Japan: Technical standards and commentaries for port and harbour facilities in Japan, p. 177, 2020.]
2. 2) 平山克也，長谷川巌：ブシネスクモデルによる護岸越波・浸水過程に関する再現計算, 土木学会論文集B3(海洋開発), Vol. 67, No. 2, pp. I_262-I_267, 2011. [Hirayama, K., and I. Hasegawa: Calculation for wave overtopping and inundation by using Boussinesq-type wave transformation model, Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), Vol. 67, No. 2, pp. I_262-I_267, 2011.]
3. 3) 合田良実：浅海域における波浪の砕波変形, 港研報告, 第14巻 第3号, pp. 59-106, 1975. [Goda, Y.: Deformation of irregular waves due to depth-controlled wave breaking, Rept. of The Port and Harbour Research Institute, Vol. 14, No. 3, pp. 59-106, 1975.]
4. 4) 高山知司，永井紀彦，西田一彦：各種消波工による越波流量の減少効果, 港研報告, 第21巻 第2号, pp. 151-205, 1982. [Takayama, T., T. Nagai, and K. Nishida: Decrease of wave overtopping amount due to seawalls of low crest types, Rept. of The Port and Harbour Research Institute, Vol. 21, No. 2, pp. 151-205, 1982]
5. 5) 平山克也，濱野有貴，長沼淳也：護岸パラペット高さと後退距離による越波流量の変化とその推定方法に関する検討, 土木学会論文集 B2(海岸工学), Vol. 74, No. 2, pp. I_1027-I_1032, 2018. [Hirayama, K., Y. Hamano, and J. Nanaguma: Estimation of wave overtopping rate on seawall varied with height and setback distance of parapet, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 74, No. 2, pp. I_1027-I_1032, 2018.]