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潟湖潮汐通道水力特性与治理
引用本文:田向平,李春初.潟湖潮汐通道水力特性与治理[J].海洋通报,2006,25(4):9-15,62.
作者姓名:田向平  李春初
作者单位:中山大学河口海岸研究所,广东,广州,510275
摘    要:综合论述了潟湖潮汐通道口门之流速、断面面积、通道长度、延时角和饱满系数之间的关系,以及沿岸漂沙对口门的影响。对不同类型的潟湖潮汐通道,提出了中潮位射流导流堤、口门复式断面和通道分汊等治理方法及其通道口门相关尺度的具体计算。

关 键 词:潟湖  潮汐通道  中潮位导流堤  复式断面  饱满系数
文章编号:1001-6392(2006)04-0009-07
收稿时间:2005-06-21
修稿时间:2005-06-212005-09-02

Lagoon Inlet Hydraulic Characteristic and Transformation
TIAN Xiangping,LI Chunchu.Lagoon Inlet Hydraulic Characteristic and Transformation[J].Marine Science Bulletin,2006,25(4):9-15,62.
Authors:TIAN Xiangping  LI Chunchu
Institution:Institute of Estuarine and Coastal Research, Zhongshan University, Guangzhou 510275, Guangdong, China
Abstract:In the utilization and transformation of lagoon, the measure to reduce the inlet width is often adopted in order to increase the inlet depth. Because of this the desired results have not been achieved. On the contrary, lagoon environment is getting worse. Therefore, the relations among tidal inlet velocity, cross-sectional area, inlet length, phase lag and repletion coefficient as well as the effect of drift sand along the coast on the inlet have to be analyzed. On the basis of self- experience and studies, the proposal of transforming problematic inlet, such as using the method of diversion dike under mean tidal level and double profile of inlet as well as inlet dividing, has been put forward for different types of lagoons.
Keywords:l agoon  tidal inlet  diversion dike under mean tidal level  double profile of inlet  repletion coefficient
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