Wave overtopping at vertical and battered smooth impermeable structures

2021 ◽  
Vol 166 ◽  
pp. 103889
Author(s):  
Saeed Shaeri ◽  
Amir Etemad-Shahidi
Keyword(s):  
Shore & Beach ◽  
2019 ◽  
pp. 29-35
Author(s):  
Michele Strazzella ◽  
Nobuhisa Kobayashu ◽  
Tingting Zhu

A simple approach based on an analytical model and available tide gauge data is proposed for the analysis of storm tide damping inside inland bays with complex bathymetry and for the prediction of peak water levels at gauge locations during storms. The approach was applied to eight tide gauges in the vicinity of inland bays in Delaware. Peak water levels at the gauge locations were analyzed for 34 storms during 2005-2017. A damping parameter in the analytical model was calibrated for each bay gauge. The calibrated model predicted the peak water levels within errors of about 0.2 m except for Hurricane Sandy in 2012. The analytical model including wave overtopping was used to estimate the peak wave overtopping rate over the barrier beach from the measured peak water level in the adjacent bay.


Author(s):  
Naoto HIGUCHI ◽  
Yoji TANAKA ◽  
Katsuyuki SUZUYAMA ◽  
Hidenori SHIBAKI
Keyword(s):  
New Wave ◽  

Author(s):  
Hajime MASE ◽  
Sooyoul KIM ◽  
Masatoshi YUHI ◽  
Masahide TAKEDA ◽  
Shinya UMEDA ◽  
...  

2021 ◽  
pp. 103891
Author(s):  
Deping Cao ◽  
Jing Yuan ◽  
Hao Chen ◽  
Kuifeng Zhao ◽  
Philip Li-Fan Liu

1992 ◽  
Vol 8 ◽  
pp. 337-342
Author(s):  
Tomotsuka Takayama ◽  
Yasumasa Suzuki ◽  
Naota Ikeda ◽  
Hisashi Fujii
Keyword(s):  

Author(s):  
H. Verhaeghe ◽  
J. W. van der Meer ◽  
G.-J. Steendam ◽  
P. Besley ◽  
L. Franco ◽  
...  

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