Abstract
In the river and coastal engineering field, a lot of researchers have been dealt with wave run-up. Estimation of the height of wave run-up is very important for planning of disaster prevention, development of structures on the waterfront, and management from coastal zones to riverside. The authors simulate the wave run-up of a solitary wave under the conditions of breaking wave and nonbreaking wave using particle method. The accuracy validation of these results was done through comparison with the result from Synolakis's experiment. This study shows that the particle method is a useful method in estimating the relation between height of wave run-up and wave height.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
