Field observation of wave overtopping at sea dike using shore-based video images

被引:0
作者
Shan-hang Chi
Chi Zhang
Ti-ti Sui
Zhu-bin Cao
Jin-hai Zheng
Jiang-shan Fan
机构
[1] Hohai University,State Key Laboratory of Hydrology
[2] Hohai University,Water Resources and Hydraulic Engineering
[3] Hohai University,Key Laboratory of Ministry of Education for Coastal Disaster and Protection
[4] Rizhao Port Group Co.,College of Harbour, Coastal and Offshore Engineering
[5] Ltd.,undefined
来源
Journal of Hydrodynamics | 2021年 / 33卷
关键词
Wave overtopping; coastal video monitoring; field measurement; temporal and spatial variations; storm events;
D O I
暂无
中图分类号
学科分类号
摘要
Wave overtopping at a sea dike was observed using video images during a storm in July 2018 at Rizhao Coast, China. A shore-based video monitoring system was mounted to collect coastal images with a sample frequency of 1 Hz in the beginning 10 min of each hour during daylight. A method to extract the frequency, location, width and duration of individual overtopping events based on the shore-based video monitoring system was developed. A total of 6 252 individual overtopping events were detected over a 360m long sea dike during the storm of 10 h in a safe and labor-saving way, enabling a detailed analysis of the temporal and spatial variation of wave overtopping. The temporal variation of overtopping duration, frequency and volume is basically in sync with the change of tidal level (R = 0.87, 0.82 and 0.76, respectively). The increase of wave height increases the overtopping frequency significantly. We found a high correlation between the hourly observed data and the predicted results of two commonly used formulae. Unlike the previous field measurements of overtopping that were limited in a single location, significant spatial variation of overtopping in the alongshore direction is found. The overtopping volume varies with a factor of 6 within the range of several wave lengths. It is further revealed that the spatial variation of overtopping is highly correlated with the alongshore variation of surf zone width with a correlation coefficient of 0.895. The present study suggests the feasibility of shore-based video monitoring technique to capture the main features of wave overtopping at coastal dikes, providing new possibilities to monitor wave overtopping in the field and to improve prediction tools.
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页码:657 / 672
页数:15
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  • [1] Zhang C(2017)Parameterization of nearshore wave front slope [J] Coastal Engineering 127 80-87
  • [2] Zhang Q(2020)Laboratory study on wave-induced setup and wave-driven current in a 2DH reef-lagoon-channel system [J] Coastal Engineering 162 103772-4364
  • [3] Zheng J(2021)Upstream-propagating waves induced by steady current over a rippled bottom: Theory and experimental observation [J] Journal of Fluid Mechanics 910 A49-73
  • [4] Zheng J(2019)Increased extreme coastal water levels due to the combined action of storm surges and wind waves [J] Geophysical Research Letters 46 4356-812
  • [5] Yao Y(1994)Irregular wave overtopping of revetments in surf zones [J] Journal of Waterway Port Coastal and Ocean Engineering 120 56-153
  • [6] Chen S(2017)Solitary wave overtopping at granular dams [J] Journal of Hydraulic Research 55 799-46
  • [7] Fan J(2020)Individual wave overtopping volumes on mound breakwaters in breaking wave conditions and gentle sea bottoms [J] Coastal Engineering 159 103703-373
  • [8] Zheng J(2020)PIV analysis and high-speed photographic observation of cavitating flow field behind circular multi-orifice plates [J] Water Science and Engineering 13 145-26
  • [9] Tao A(2020)Individual violent wave-overtopping events: Behaviour and estimation [J] Journal of Hydraulic Research 58 34-49
  • [10] Marcos M(2011)Comparison of new large and small scale overtopping tests for rubble mound breakwaters [J] Coastal Engineering 58 351-488