Experimental Study of Dam-Break-Like Tsunami Bore Impact Mechanism on a Container Model
Author:
Affiliation:
1. College of Civil Engineering , Fuzhou University , Fuzhou , China
2. Key Laboratory of Coastal Disaster and Defence of Ministry of Education , Hohai University , Nanjing , China
3. The Pearl River Hydraulic Research Institute , Guangzhou , China
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Mechanical Engineering,Ocean Engineering
Link
https://www.sciendo.com/pdf/10.2478/pomr-2020-0006
Reference9 articles.
1. 1. Nandasena N., Sasaki Y., Tanaka N. (2012): Modeling field observations of the 2011 Great East Japan tsunami: Efficacy of artificial and natural structures on tsunami mitigation. Coastal Engineering, 67, 1–13.10.1016/j.coastaleng.2012.03.009
2. 2. Ghobarah A., Saatcioglu M., Nistor I. (2006): The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure. Engineering Structures, 28(2), 312–326.10.1016/j.engstruct.2005.09.028
3. 3. Chen C., Melville B., Nandasena N. A. K., Farvizi F. (2018): An experimental investigation of tsunami bore impacts on a coastal bridge model with different contraction ratios. Journal of Coastal Research, 34(2), 460–469.10.2112/JCOASTRES-D-16-00128.1
4. 4. Chanson H. (2006): Tsunami surges on dry coastal plains: Application of dam break wave equations. Coastal Engineering Journal, 48(4), 355–370.10.1142/S0578563406001477
5. 5. Imamura F., Goto K., Ohkubo S. (2008): A numerical model for the transport of a boulder by tsunami. Journal of Geophysical Research: Oceans, 113(C01008), 1–12.10.1029/2007JC004170
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