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双堤环抱式港口不同防沙堤长度减淤效果研究
引用本文:刘涛,侯志强.双堤环抱式港口不同防沙堤长度减淤效果研究[J].水利科技与经济,2010,16(10):1134-1136.
作者姓名:刘涛  侯志强
作者单位:交通部天津水运工程科学研究所工程泥沙交通行业重点实验室,天津,300456
摘    要:参照黄骅港防沙堤布置形式,通过双堤环抱式港口不同防沙堤长度下内、外航道的年淤积计算结果,对双堤环抱式港口不同防沙堤长度减淤效果进行研究,得出不同防沙堤长度减淤效果。可为其他相似港口建设提供了参考。

关 键 词:双堤环抱式港口  年淤积  防沙堤长度  减淤效果

Research on Sedimentation Reduction Effect for Sand Control Dam of Different Length in Double Dame-encircled Port
LIU Tao,HOU Zhi-qiang.Research on Sedimentation Reduction Effect for Sand Control Dam of Different Length in Double Dame-encircled Port[J].Water Conservancy Science and Technology and Economy,2010,16(10):1134-1136.
Authors:LIU Tao  HOU Zhi-qiang
Affiliation:(Tianjin Research Institute for Water Transport Engineering Key Laboratory of Engineering Sediment of Ministry of Communications,Tianjin 300456,China)
Abstract:This paper introduces the research of the sedimentation reduction effect for sand control dam of different length in double dame-encircled port referring to distribution of sand control dam in Huang Hua port and the calculation result of annual accretion of the outer-channel.The different sedimentation reduction effect of sand control dam of different length has been obtained.This can be supplied for other similar ports as a reference.
Keywords:double dame-encircled port  annual accretion  length of sand control dam  sedimentation reduction effect
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