摘要
对于通航水流条件而言,在急弯河段上修建船闸改扩建工程面临诸多难题。依托广西左江山秀船闸改扩建工程,建立该河段整体二维水流数学模型,分析对比各方案引航道通航水流条件。结果表明:采取合理的凸岸开挖、凹岸潜坝和分水隔墙布置等综合措施可有效改善通航水流条件。
For the navigation flow conditions,there are many challenges to be faced in a ship lock reconstruction and expansion project at a sharp-bended river reach.In case of the reconstruction and extension project for Shanxiu lock on the Zuojiang River in Guangxi province,flow conditions in the approach channels of various design schemes are analyzed and compared by using the two-dimensional flow mathematical model.The results show that comprehensive measures such as reasonable excavation for the convex bank,and layout of concave bank submerged dam and guidance wall can effectively improve the navigable water flow conditions.
作者
陈明
李礽民
王多银
陈明栋
黄海津
CHEN Ming;LI Reng-min;WANG Duo-yin;CHEN Ming-dong;HUANG Hai-jin(Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education,Chongqing Jiaotong University,Chongqing 400074,China;National Engineering Research Center for Inland Waterway Regulation,Chongqing Jiaotong University,Chongqing 400074,China)
出处
《水运工程》
北大核心
2021年第11期66-73,共8页
Port & Waterway Engineering
基金
国家重点研发计划项目(2016YFC0402001)
重庆市自然科学基金项目(cstc2019jcyj-msxmX0759)
重庆市研究生科研创新项目(CYB19171)。
关键词
船闸
急弯河段
数值模拟
引航道
水流条件
ship lock
sharp-bended river reach
numerical simulation
approach channel
flow condition