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作 者:毛海英 胡聪 于定勇[3] 王开睿 MAO Haiying;HU Cong;YU Dingyong;WANG Kairui(School of Civil Engineering and Architecture,Guangxi University of Science and Technology,Liuzhou 545001,China;Shanxi Sixth Geological Engineering Survey Institute Co.,Ltd,Yuncheng 044000,China;College of Engineering,Ocean University of China,Qingdao 266100,China)
机构地区:[1]广西科技大学土木建筑工程学院,广西柳州545001 [2]山西省第六地质工程勘察院有限公司,山西运城044000 [3]中国海洋大学工程学院,山东青岛266100
出 处:《厦门大学学报(自然科学版)》2022年第4期723-730,共8页Journal of Xiamen University:Natural Science
基 金:广西科技计划项目(桂科AD22035033);山东省自然科学基金(ZR2021ME243);广西高校中青年教师科研基础能力提升项目(2022KY0330);烟台市科技创新发展计划项目(2020XDRH102)。
摘 要:实测了导流型人工鱼礁体在纵向布设间距1.0L(L为礁体长度)和2.0L下的流场及受力特性,计算了导流型人工鱼礁体在横向布设间距(0.5L、1.0L、1.5L、2.0L)及纵向间距(0.5L、1.0L、2.0L、3.0L、4.0L、5.0L)下的水动力特性,研究结果表明:导流型人工鱼礁体流速及阻力系数的计算值与实测值吻合较好;横向布设下上升流高度、阻力系数均与布设间距成反比,0.5L时,上升流高度较大,1.0L时,上升流体积较大;纵向布设下上升流高度较平稳,上升流水平跨度、上升流体积与布设间距成正比,大于4.0L时,趋于平缓,4.0L时,流场效应较好.通过上述不同纵横间距比的组合优化研究,可在工程中为人工鱼礁体选型、设计和布设提供参考.The velocity and force of artificial reef at the distance of 1.0L and 2.0L in the flow direction are measured.Then hydrodynamic parameters of artificial reef at the distance of 0.5L,1.0L,1.5L and 2.0L in the vertical direction and the distance of 0.5L,1.0L,2.0L,3.0L,4.0L and 5.0L in the flow direction are calculated.Results show the consistency of the velocity and the drag coefficient.When the artificial reef is placed in the vertical direction,the height of upwelling and the drag coefficient decrease with the distance increases.When the distance reaches 0.5L,the height of upwelling becomes the largest,whereas when the distance reaches 1.0L,the volume of upwelling is the largest.When the artificial reef is placed in the flow direction,the height of upwelling changes slightly.Also,the horizontal span of upwelling and the volume of upwelling increase with the increase of distance.When the distance reaches 4.0L,the increase speed is slow,and the flow field effect is best when the distance equals 4.0L.Finally,this study provides references for the design and layout of artificial reef.
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