Characteristics of propagation and evolution of plunging solitary waves

被引:0
|
作者
Tai B. [1 ]
Ma Y. [1 ]
Dong G. [1 ]
Ma X. [1 ]
机构
[1] Institute of Ocean Engineering, State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian
关键词
Evolution; Image analysis; Model experiment; Plunging jet; Plunging wave; Shoaling effect; Solitary wave; Wave breaking;
D O I
10.11990/jheu.202003007
中图分类号
学科分类号
摘要
Plunging waves, which can induce destructive power in the sea, have complex propagation processes. Experiments were carried out to get an insight into the evolution characteristics of plunging solitary waves. First, solitary waves were generated in a wave flume, subsequently evolving into plunging waves via the shoaling effect. Besides, various water depths and wave heights were selected before recording images of the wave propagation process using a high-speed camera, and an image analysis based on the open-source computer vision library, OpenCV, was then used to extract and analyze the wave surface contours. The results showed that through the images after the plunging jet forms, instabilities at the inner surface were found. These instabilities then caused the water drop due to complete shedding or formed water thread due to partial shedding. The OpenCV can extract the surface contours of breaking waves, and it showed that the wave surface contours of solitary plunging waves prior to breaking could remain constant, which worked for different water depths and heights. In addition, as the steepness of the wave increased, the plunging jet evolved with a longer distance and showed a more inclined angle as imping on the free water surface, thus swallowing more air into the water. Copyright ©2021 Journal of Harbin Engineering University.
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页码:778 / 784
页数:6
相关论文
共 11 条
  • [1] MA Yuxiang, TAI Bing, DONG Guohai, Et al., Experimental study of plunging solitary waves impacting a vertical slender cylinder, Ocean engineering, 202, (2020)
  • [2] BONMARIN P., Geometric properties of deep-water breaking waves, Journal of fluid mechanics, 209, pp. 405-433, (1989)
  • [3] GRILLI S T, SVENDSEN I A, SUBRAMANYA R., Breaking criterion and characteristics for solitary waves on slopes, Journal of waterway, port, coastal, and ocean engineering, 123, 3, pp. 102-112, (1997)
  • [4] MO Weihua, JENSEN A, LIU P L F., Plunging solitary wave and its interaction with a slender cylinder on a sloping beach, Ocean engineering, 74, pp. 48-60, (2013)
  • [5] CHELLA M A, BIHS H, MYRHAUG D, Et al., Breaking solitary waves and breaking wave forces on a vertically mounted slender cylinder over an impermeable sloping seabed, Journal of ocean engineering and marine energy volume, 3, 1, pp. 1-19, (2017)
  • [6] LIM H J, CHANG Kuangan, HUANG Zhicheng, Et al., Experimental study on plunging breaking waves in deep water, Journal of geophysical research, 120, 3, pp. 2007-2049, (2015)
  • [7] DEN BIEMAN J P, DE RIDDER M P, VAN GENT M R A., Deep learning video analysis as measurement technique in physical models, Coastal engineering, 158, (2020)
  • [8] HERNANDEZ I D, HERNANDEZ-FONTES J V, VITOLA M A, Et al., Water elevation measurements using binary image analysis for 2D hydrodynamic experiments, Ocean engineering, 157, pp. 325-338, (2018)
  • [9] MALEK-MOHAMMADI S, TESTIK F Y., New methodology for laboratory generation of solitary waves, Journal of waterway, port, coastal, and ocean engineering, 136, 5, pp. 286-294, (2010)
  • [10] XUAN Ruitao, An experimental study on run-up of tsunami waves in wave flume, (2013)