

FOLLOWUS
1.Nanjing Hydraulic Research Institute, Nanjing 210029, China
2.College of Harbour Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
3.Key Laboratory of Port, Waterway & Sedimentation Engineering of MOT, Nanjing 210029, China
4.Department of Civil Engineering, Johns Hopkins University, Baltimore, MD 21218, USA
LIU Qingjun, E-mail:liuqingjun121@126.com
收稿:2018-10-15,
录用:2018-12-16,
网络首发:2019-02-20,
纸质出版:2019-11
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Wave uplift force on horizontal panels: a laboratory study[J]. 海洋湖沼学报(英文), 2019,37(6):1899-1911.
Qingjun LIU, Tianting SUN, Dengting WANG, et al. Wave uplift force on horizontal panels: a laboratory study[J]. Journal of Oceanology and Limnology, 2019, 37(6): 1899-1911.
Wave uplift force on horizontal panels: a laboratory study[J]. 海洋湖沼学报(英文), 2019,37(6):1899-1911. DOI: 10.1007/s00343-019-8292-9.
Qingjun LIU, Tianting SUN, Dengting WANG, et al. Wave uplift force on horizontal panels: a laboratory study[J]. Journal of Oceanology and Limnology, 2019, 37(6): 1899-1911. DOI: 10.1007/s00343-019-8292-9.
Accurate estimation of wave uplift force is essential to the designs of reliable coastal and marine structures. We presents a series of laboratory work here on the impact of regular waves on horizontal panels
from which an empirical formula to estimate accurately the wave uplift force on panels is established. The laboratory measurements show that the wave uplift force depends mainly on the incident wave height
the wave period
the wave length
the panel width
and the clearance between the subsurface of the panel and the still water level. Among these factors
the impact of the panel width on uplift forces is relatively complicated. Result shows that the relative panel width (i.e.
the ratio of panel width to wave length) plays a more important role in estimating the wave uplift force. Based on our comprehensive laboratory measurements
we further developed an empirical formula to compute wave uplift force on horizontal panels through dimensionless analysis. Compared with other empirical formulas
this formula uses dimensionless variables of clear physical meanings
thus can describe the interaction between waves and the panels in a better way. In addition
the efficiency of the formula to estimate wave uplift force on horizontal panels is verified against existing works. Therefore
the findings in this study shall be useful for understanding the mechanism of wave uplift force on horizontal panels and numerical model validation.
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