1.王玉海,波浪作用下臨底高含沙層輸沙研究,一版,中國水利水電出版社,中國,民國一百零四年九月。
2.石瑞祥、張尚裕,「複合式波浪型潛堤消波特性之研究」,第三十五屆海洋工程研討會,pp.185~190,高雄,國立中山大學,民國一百零二年。
3.石瑞祥、黃偉誌、李杰林,「滑坡型海嘯通過複合潛堤底床輸砂特性研究」,第三十八屆海洋工程研討會暨科技部計畫成果發表會,pp.264~269,臺北,國立臺灣大學,民國一百零五年十二月。
4.張尚裕,「滑坡型孤立波特性與流場可視化試驗研究」,東南科技大學,碩士論文,民國一百零四年七月。5.Rijn, L. C. van., “Sediment transport, part II: suspended load transport”, Journal of Hydraulic Engineering, Vol. 110, No. 11, pp.1613-1641, 1984.
6.Chen, J., Huang, Z., Jiang, C., Deng, B., and Long, Y., “An experimental study of changes of beach profile and mean grain size cause by tsunami-like waves”, Journal of Coastal Research, Vol. 28, No. 5, pp. 1303-1312, 2012.
7.Chen, J., Huang, Z., Jiang, C., Deng, B., and Long, Y., “Tsunami-induced scour at coastal roadways: a loboratory study”, Net Hazards, Vol. 69, pp. 655-674, 2013.
8.Chen, J., Jiang, C., Yang, W., and Xiao, G., “Laboratory study on protection of tsunami-induced scour by offshore breakwaters”, Net Hazards, Vol. 81, pp. 1229-1247, 2016.
9.Watanabe, A., Isobe, M., “Sand transport rate under wave-current action”, Proc. of the 22nd Interl. Conf. on Coastal Eng., pp. 2495–2507, 1990.
10.Dibajnia, M., Watanabe, A., “Sheet flow under nonlinear waves and currents”, Proceedings of the 23rd International Conference on Coastal Engineering, Venice Italy, pp. 2015-2028, 1992.
11.Janssen, C.M., Riberrink, J.S., “Influence of grain diameter on sand transport in oscillatory sheet flow,” Proc. of the 25rd Intel. Conf. on Coastal Eng., pp. 4779–4792, 1996.
12.Ribberink, J.S., Chen, Z., “Sediment transport of fine sand under asymmetric oscillatory flow”, Delft Hydraulics, 1993.
13.Shih, Ruey-syan, “Experimental study on the Wave Attenuation of Porous Pipe Breakwaters”, 2011 International Conference on Vibration, Structural Engineering and Measuremen(ICVSEM 2011), Oct. 21-23, Shanghai, China, 2011.