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T型防波堤水平板波浪冲击压强试验研究
引用本文:何军,蒋昌波,王珍,徐波.T型防波堤水平板波浪冲击压强试验研究[J].水道港口,2009,30(5):305-310.
作者姓名:何军  蒋昌波  王珍  徐波
作者单位:1. 长沙理工大学,水利学院,长沙,410114;湖南省水沙科学与水灾害防治重点实验室,长沙,410114
2. 广东省水利水电科学研究院,广州,510610
3. 长沙理工大学,水利学院,长沙,410114
基金项目:国家自然科学基金资助项目 
摘    要:通过规则波与T型防波堤相互作用的试验研究,揭示了T型防波堤底部所受冲击压强产生的原因。分析波浪冲击压强历时曲线、相对板宽对冲击压强沿水平板底部分布的影响,得到T型防波堤水平板冲击压强的特性以及2大影响因素:相对超高和波陡。应用因次分析的方法,推导出T型防波堤底板最大相对冲击压强计算的经验公式。结果表明,该公式计算结果与试验值吻合较好,有一定的适用性。

关 键 词:T型防波堤  冲击压强  相对超高  波陡

Experimental study on impact pressure of waves on a horizontal plate of T-type breakwaters
HE Jun,JIANG Chang-bo,WANG Zhen,XU Bo.Experimental study on impact pressure of waves on a horizontal plate of T-type breakwaters[J].Journal of Waterway and Harbour,2009,30(5):305-310.
Authors:HE Jun  JIANG Chang-bo  WANG Zhen  XU Bo
Abstract:Through experimental study on the regular wave interaction with the T-type breakwater,the causes of the impact pressure effecting at the bottom of T-type breakwater were revealed.By analyzing the wave impact pressure duration curve and the influence of the relative width on the impact pressure distribution along horizontal plate at the bottom of T-type breakwater,the impact pressure characteristics along the horizontal plate of T-type breakwater and two main influencing factors including relative wave height and wave steepness were observed.Adopting the dimensional analysis method,the empirical formula of maximum relative impact press of T-type breakwater was deduced.The results show that the calculated results are in good agreement with the experimental value,and the formula has specific applicability.
Keywords:T-type breakwater  impact pressure  relative clearances  wave steepness
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