三杆六脚透水架体护滩水力特性试验*
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交通运输部应用基础研究项目(2013329284210);江苏省高校"青蓝工程"中青年学术带头人培养计划项目资助;江苏省交通科学研究计划项目(2013Y27-04);南通市社会事业科技创新与示范计划(HS2012014)


Experiment on hydraulic characteristics of flow field near scaffolds constituted with three poles as new bank protection technology
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    摘要:

    三杆六脚透水架体由于具有扰流消能等独特优越性,曾在海防建筑物消波护面工程应用中取得良好效果。为了从机理上探究将其作为一种新型的岸滩防护技术的适用性和防护效果,利用室内变坡水槽试验测量了三杆六脚透水架体附近的水流结构,分析了防护体系对沿程流场三维流速和紊动强度分布的影响,对比了防护前后床面附近单位质量水体能量的沿程变化情况,由此研究了三杆六脚透水架体的防冲促淤机理。

    Abstract:

    Scaffolds constituted with three poles which are used to protect the coast and breakwater gain a very good protection effect on account of their unique characteristics that poles which constitute the scaffolds can disturb the flow pattern and consume flow energy.In order to explore the feasibility and the effect of scaffolds constituted with three poles for the scour protection as a new kind of beach protection measures,the flow structure near the protection system is measured in the process of carrying out the flume experiment.The effect of scaffolds constituted with three poles for three dimensional velocities and turbulence intensity distribution is analyzed.By comparing the longitudinal distribution of energy of unit mass of fluid near the riverbed with the protection system or not,the protection mechanism of scaffolds constituted with three poles for river bank is concluded.

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房世龙,施小飞.三杆六脚透水架体护滩水力特性试验*[J].水运工程,2015(5):157-162.

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  • 在线发布日期: 2015-04-14
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