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作 者:叶雅思 谢春航 胡瑞昌 任启江 苏天宇 YE Yasi;XIE Chunhang;HU Ruichang;REN Qijiang;SU Tianyu(Hunan Provincial Communications Planning,Survey&Design Institute Co.,Ltd.,Changsha 410200,China;Chongqing Xike Water Transport Engineering Consulting Co.,Ltd.,Chongqing 402247,China;Southwest Research Institute for Hydraulic and Water Transport Engineering,Chongqing Jiaotong University,Chongqing 400016,China)
机构地区:[1]湖南省交通规划勘察设计院有限公司,湖南长沙410200 [2]重庆西科水运工程咨询有限公司,重庆402247 [3]重庆交通大学西南水利水运工程科学研究院,重庆400016
出 处:《水运工程》2024年第11期92-99,107,共9页Port & Waterway Engineering
摘 要:针对木京34 m宽船闸原方案下闸室泊稳条件较差的问题,采用数值模拟的方法,进行船闸输水系统灌水的数学模型试验,研究闸室不同消能工布置形式下的水流条件和停泊条件,揭示此类输水系统闸室输水特性。结果表明,在整个输水过程内,相较于采用1道消力槛消能工形式布置的原方案,采用“明沟+消力槛”的优化方案能够使闸室内水流流速更缓、水体表面紊动强度更弱、水面最大纵比降也更小,闸室泊稳条件得以改善。In response to the issue of poor mooring conditions in the chamber under the original plan of the Mujing 34-meter wide ship lock,we use numerical simulation method to conduct mathematical model tests on the water filling and emptying system,study the water flow conditions and mooring conditions in the ship lock chamber under various energy dissipater configurations,and reveal the water conveyance characteristics of such filling and emptying system in the chamber.The results indicate that throughout the entire water conveyance process,compared to the original design with a single dissipating sill,the optimized configuration of“open ditch+dissipating sill”results in slower water flow velocity,weaker turbulence intensity on the water surface,and a smaller longitudinal slope of water surface in the chamber.This optimization enhances the stability of mooring conditions in the chamber.
分 类 号:U641.1[交通运输工程—船舶及航道工程]
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