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作 者:王寅[1] 傅依达 王春凌 张洁[1] 徐明 计勇[1] WANG Yin;FU Yi-da;WANG Chun-ling;ZHANG Jie;XU Ming;JI Yong(School of Hydraulic&Ecological Engineering,Nanchang Institute of Technology,Nanchang330099,China;Jiangxi Insitute of Science and Technology Information,Nanchang330046,China;Department of Civil Engineering and Architecture,Taizhou University,Taizhou318000,China)
机构地区:[1]南昌工程学院水利与生态工程学院,南昌330099 [2]江西省科学技术信息研究所,南昌330046 [3]台州学院建筑工程系,浙江台州318000
出 处:《长江科学院院报》2022年第7期71-77,共7页Journal of Changjiang River Scientific Research Institute
基 金:国家自然科学基金青年基金项目(52109090,52009087);江西省科技厅自然科学基金项目(20202BABL214050);江西省教育厅科学技术研究项目(GJJ190942)。
摘 要:由于上下水层流动反向,柱体在分层流环境中与密度均一流环境中受力差别较大。将密度均一流环境下上游减阻板对柱体减阻的概念引入分层流环境下的圆柱受力研究中,建立三维数值模型,采用大涡模拟(LES)技术,研究内波环境下圆柱的减阻效应。结果表明:在上层水体中,减阻板对柱体受力影响较大;在下层水体中,减阻板几乎不起作用。减阻板背部的漩涡形态是影响柱体减阻效应的根本原因。减阻参数(阻塞比l/D及“板-柱”间距s/D)决定了柱周漩涡结构特征,直接影响减阻效果。引入减阻比B_(R)量化了减阻效果,采用回归分析拟合出B_(R)与s/l的经验公式。需将减阻参数控制在合理范围内,避免发生“减阻过度”。研究成果对提高近岸及河口建筑物墩柱安全有重要意义。Forces on cylinder in stratified flow environment differs notably with those in uniform density flow due to the opposite velocity directions of two layers.A splitter plate deployed upstream of the cylinder in uniform density flow with its frontal face normal to the wave propagation is employed to explore the reduction of forces on an erected cylindrical pile.A 3-D numerical wave flume model is established to investigate the reduction of forces acting on cylinder through Large-Eddy Simulation(LES)approach.Results unveil that splitter plate has prominent influence on the force distribution of the pile in the upper layer,but hardly any effect on the counterpart in the lower layer.The pattern of vortex structure behind the splitter plate plays a fundamental role in reducing the drag forces on pile.Key parameters blockage ratio l/D and plate position ratio s/D characterize the feature of vortex structure around the pile.The reduction effect is quantified by forces reduction ratio B_(R),and an empirical formula between B_(R) and s/l is fitted by regression analysis.The parameters of splitter plate should be controlled at an appropriate level to prevent from over-reduction.
分 类 号:TV131.4[水利工程—水力学及河流动力学]
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