1. 1) IPCC AR5 WG1 Chapter 13, 2013.
2. 2) Melet, A., Almar, R., Hemer, M., Le Cozannet, G., Meyssignac, B. and Ruggiero, P. : Contribution of wave setup to projected coastal sea level changes, JGR Oceans, ol. 125(8), 2020.
3. 3) Kriebel, D. L, Kraus, N. C. and Larson, M. : Engineering methods for predicting beach profile response, Coastal Sediments’91, ASCE, New York, pp. 557-571, 1991.
4. 4) 辻本剛三,松尾冴,金洙列:国内砂浜の底質粒径と前浜勾配の空間特性とその評価に関する研究,土木学会論文集 B3(海洋開発) 77巻 2号,(印刷中),(2023)[Tsujimoto, G.,Matsuo,S. and Kim, S.: Spatial characteristic of sediment grain size and beach face slope in Japanese sandy beach and its assessment, Transaction of the Japan Society of Civil Engineers B3, Vol. 77, No. 2, (printed), 2023.]
5. 5) 辻本剛三:底質粒径と前浜勾配の新たな評価とその応用,土木学会論文集 B2(海岸工学),Vol. 78,No. 1, pp. 29-41, 2022.[Tsujimoto, G.: A new relationship between sediment grain size and beach face slope and its application, Transaction of the Japan Society of Civil Engineers B2, Vol. 78, No. 1, pp. 29-41, 2022.]