Optimization model for maximum tsunami amplitude generated by riverfront landslides based on laboratory investigations

• Published in: Ocean engineering Vol. 142; pp. 433 - 440
• Main Authors: Wang, Yang, Liu, Jizhixian, Li, Deying, Yan, Shuangjie
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 15.09.2017
• Subjects: Amplitude; Orthogonal experimental design; Riverfront landslide; Tsunami; Volume ratio; Amplitude; Orthogonal experimental design; Tsunami; Volume ratio; Riverfront landslide
• ISSN: 0029-8018; 1873-5258
• DOI: 10.1016/j.oceaneng.2017.07.030

Riverfront landslides often occupy rivers and cause tsunamis as they move into the water body in a direction perpendicular to the channel axis. The tsunami amplitude is undoubtedly affected by the dimension of landslide and river. This paper presents a study examining the relationship between the maximum tsunami amplitude and the volume ratio, which is defined as a ratio of landslide volume per unit width to the water body volume per unit width. Physical model tests have been conducted for maximum tsunami amplitudes generated by riverfront landslides. The orthogonal experimental design method is used for the determination of the number of required trials. The 49 runs, possessing a level number of 7 and a factor number of 6, are chosen to consider symmetrical distribution of all factors using the orthogonal experimental design method. The Levenberg–Marquardt method is applied to carry out multiple regressions, and the most optimal model is obtained by the determination coefficient, the mean square error and F-statistic. Case studies show that the calculated maximum tsunami amplitudes are 11.7% larger than their actual values on average. •A function is proposed for maximum wave amplitude caused by riverfront landslides.•Volume ratio is one of the dominant parameter for the maximum tsunami amplitude.•Orthogonal experimental design method is used to yield parameters of tests.•Hydraulic landslide generator is designed for physical model.