建立了浮堤与波浪相互作用的数学模型，求解各部分流域速度势。
Mathematical model of wave interaction with floating breakwater was built and velocity potentials are calculated.
对在波浪单独作用和波、流共同作用时，浮堤的消浪性能和锚链张力进行比较性试验，并对浮堤在波浪单独作用下的运动轨迹进行描述。
The contrast tests were used to show the effect of wave dissipation and the strain of the mooring anchor chain of the floating breakwater under the wave and wave-current respectively.
利用特征函数法对矩形浮箱式防浪堤的消浪性能进行分析。
Wave attenuation properties of rectangular pontoon breakwater were analyzed with eigen - function expansion.
利用特征函数法对矩形浮箱式防浪堤的消浪性能进行分析。
Wave attenuation properties of rectangular pontoon breakwater were analyzed with eigen - function expansion.
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