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孟洲坝枢纽二线船闸上引航道通航水流条件试验研究 被引量:17

Experimental research on navigable flow condition in upstream approach channel of second-lineshiplock of Mengzhouba hydro-junction
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摘要 通过整体定床物理模型试验和船模通航试验,对孟洲坝枢纽二线船闸上引航道通航水流条件进行研究。结果表明:初步设计方案停泊段及口门区横向流速超标,不满足安全通航要求。采用加长隔流墙并设置透水段等措施对方案进行优化,并提出推荐方案。推荐方案下,口门区通航水流条件得到明显改善,且船模通航试验显示船舶操纵参数未超出规范限值,可满足安全通航要求。 The navigable flow condition in the upstream approach channel of the second-line shiplock of Mengzhouba hydro-junction is studied by means of overall fixed-bed model experiment and ship model navigation test.According to the results,the transverse velocity at the anchor segment and the entrance area exceeds the standard under the engineering arrangement of the original design scheme,which does not meet the specification requirements of the navigation flow condition.By extending the length of the diversion wall and setting permeable partition at the bottom of the wall,the engineering arrangement is optimized and a recommended scheme is proposed.Under the recommended scheme,the navigable flow condition at the entrance area is improved significantly,and the ship maneuvering parameters are controlled within limits of requirements.It indicates that the ships can pass through the entrance area safely.
作者 刘中峰 刘达 黄本胜 邱静 LIU Zhong-feng;LIU Da;HUANG Ben-sheng;QIU Jing(Guangdong Research Institute of Water Resources & Hydropower,Guangdong Provincial Key Laboratory of Hydrodynamic Research,State and Local Engineering Laboratory of Estuary Hydropower Technology,Guangzhou 510635,China)
出处 《水运工程》 北大核心 2019年第1期119-125,共7页 Port & Waterway Engineering
关键词 二线船闸 上引航道 口门区 通航水流条件 船模通航试验 second-line shiplock upstream approach channel entrance area navigable flow condition ship model navigation test
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  • 1刘平昌,彭永勤.西江航运干线贵港航运枢纽二线船闸工程可行陛研究输水系统水力学模型试验研究报告[R].重庆:重庆西南水运工程科学研究所,2011.
  • 2刘平昌,彭永勤.西江航运干线贵港航运枢纽二线船闸工程初步设计阶段输水系统水力学模型试验研究报告[R].重庆:重庆西南水运工程科学研究所,2013.
  • 3刘平昌,彭永勤.西江航运干线贵港航运枢纽二线船闸工程施工图设计阶段输水系统水力学模型试验研究报告[R].重庆:重庆西南水运工程科学研究所,2013.
  • 4刘平昌,宣国祥.贵港和西津枢纽二线船闸扩能改造工程关键技术研究[R].重庆:重庆西南水运工程科学研究所,2013.
  • 5Deardorff J W. A Numerical study of three-dimensional turbulent channel flow at large reynolds numbers[J]. Fluid Mech, 1970, 41 (2) : 453-480.
  • 6Harlow F H, Welch J E. Numerical calculation of time- depended viscous incompressible flow of fluid with free surface[J]. Phy Fluids, 1965(8) :2 182-2 189.
  • 7StockstillR L. Modeling hydrodynamic forces on vessels during navigation lock operations[J]. ASCE, 2002(1) : 1-9.
  • 8Stockstill R L. Mooring model coefficients for barge tows in a navigation lock [J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 2003(5) : 233-236.
  • 9陈阳,李焱,孟祥玮.船闸引航道内水面波动的二维数学模型研究[J].水道港口,1998,19(3):21-27. 被引量:13
  • 10徐慧敏.关于水利工程中河道糙率的研究[J].水利科技与经济,2010,16(11):1253-1256. 被引量:11

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