NDLI: Experimental Study of Regular Wave Impact on the Three-dimensional Structure in the Splash Zone

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Experimental Study of Regular Wave Impact on the Three-dimensional Structure in the Splash Zone

Content Provider	Semantic Scholar
Author	Ren, Bing Ding, Zhaoqiang Wang, Yongxue Ren, Xiaozhong
Copyright Year	2007
Abstract	The experimental investigation of regular wave slamming on the three-dimensional structure in the splash zone is presented. The experiment is conducted in the marine environment channel in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology. The wave channel is 50m in length, 3.0m in width and 1 .Om in height. The test wave is unidirectional regular wave. The experiments are canied out with perpendicular waves (p=Oo) and oblique waves(D=l5O, 30°, 459, wave heiatsranging from 7.5 cm to 20 cm with 2.5 cm increment, wave periods ranging 6om 0.75 s to 2.0 s with 0.25 s increment, and the relative clearance of the model with respect to wave height ranging from 0.1 to 0.5 with 0.1 increment. The statistical analysis results of different test cases are presented. The statistical distribution characteristics of the perpendicular wave impact pressures are compared with that of the oblique wave on the underside of the structure. The influence of the wave direction p on the wave impact forces on the underside of the structure is investigated. Experimental results indicate that the impact forces depend on parameters such as wave height, wave period, the relative structure width and the relative clearance of the structure.
File Format	PDF HTM / HTML
Alternate Webpage(s)	http://legacy.isope.org/publications/proceedings/ISOPE/ISOPE%202007/papers/I07JSC-459Ren.pdf
Language	English
Access Restriction	Open
Content Type	Text
Resource Type	Article

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