方形混凝土桩列消浪效果试验研究
Experimental study on wave-damping through rectangular concrete piles
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                            摘要: 结合太湖梅梁湾水源地水质改善示范试验区的消浪工程,通过方形混凝土桩列的波浪模型试验,比较了5种桩列平面布置形式的消浪效果后,推荐了方案2的桩列布置形式.并按线性小振幅波理论,导出了改进的透射系数计算式,其计算结果与试验值符合良好.Abstract: Based on the wave-damping works in the experimental area for water quality improverment of Meiliangwan water source of Taihu Lake,wave-damping effects of five types of piles layout are compared in the wave model test with rectangular concrete piles.The pile layout of Scheme 2 is recommended.A modified transmission coefficient formula is derived based on the linear small amplitude wave theory,and calculation results are in good agreement with the test results.
 
            
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