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海岸工程影响下潮间带泥沙冲淤变化计算
引用本文:吴桢,姚炎明. 海岸工程影响下潮间带泥沙冲淤变化计算[J]. 水运工程, 2011, 0(7): 6-10
作者姓名:吴桢  姚炎明
作者单位:浙江大学港口、海岸及近海工程研究所,浙江,杭州,310058
摘    要:海岸工程实施后,将会改变区域地形,并对该区域的水动力及泥沙冲淤产生影响。针对潮间带特点,将淹没水深和淹没流速代入半经验半理论公式中,预测强潮浅水海区泥沙冲淤变化。在平面二维潮流模型的基础上,应用修正后的半经验半理论公式,计算分析漩门湾围垦工程对潮间带泥沙冲淤变化影响。

关 键 词:潮间带  泥沙冲淤  淤积厚度  淹没水深

Calculation of sediment scouring and silting under influence of coastal engineering within intertidal zone
WU Zhen,YAO Yan-ming. Calculation of sediment scouring and silting under influence of coastal engineering within intertidal zone[J]. Port & Waterway Engineering, 2011, 0(7): 6-10
Authors:WU Zhen  YAO Yan-ming
Affiliation:WU Zhen,YAO Yan-ming(Research Institute of Harbor,Coastal and Offshore Engineering,Zhejiang University,Hangzhou 310058,China)
Abstract:The implementation of coastal engineering will change the regional terrain and affect the hydrodynamic forces and sediment transportation.According to the characteristics of the intertidal zone,using semi-empirical Semi-theoretical formula with submerged depth and submerged velocity,we predicted the sediment scouring and silting within the intertidal zone.Base on the 2-D numerical model for the tidal current,and used the modified semi-empirical Semi-theoretical formula,we analyzed the influence from the rec...
Keywords:intertidal zone  sediment scouring and silting  siltation thickness  submergence depth  
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