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柳江红花二线船闸输水系统布置与水力学模型试验研究
引用本文:宁 武,李 君,宣国祥,郭 超,黄 岳.柳江红花二线船闸输水系统布置与水力学模型试验研究[J].水运工程,2017(10):154-159.
作者姓名:宁 武  李 君  宣国祥  郭 超  黄 岳
作者单位:广西西江开发投资集团有限公司,广西 南宁 530022,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029,南京水利科学研究院,水文水资源与水利工程科学国家重点实验室,通航建筑物建设技术交通行业重点实验室,江苏 南京 210029
摘    要:红花二线船闸是广西西江黄金水道首批重点建设项目,是提升柳江及西江通航能力、实现西江亿吨黄金水道的重要工程,其闸室规模与三峡船闸一致、工作水头近20 m、输水能量巨大。结合工程特点,选择了闸底长廊道侧支孔输水系统,设计了输水系统具体布置,并提出采用汇合廊道改善单边阀门运行输水流态的措施。通过比尺为1∶30的物理模型试验,对不同阀门运行工况下输水系统水力特性、闸室船舶停泊条件、进出水口水流条件等开展研究,推荐了使水力指标满足规范和设计要求的阀门开启方式。

关 键 词:西江黄金水道  船闸输水系统  输水水力特性  船舶停泊条件  模型试验

Layout and hydraulic modelling test of the filling and emptying system of Honghua 2nd lane lock on Liujiang River
NING Wu,LI Jun,XUAN Guo-xiang,GUO Chao and HUANG Yue.Layout and hydraulic modelling test of the filling and emptying system of Honghua 2nd lane lock on Liujiang River[J].Port & Waterway Engineering,2017(10):154-159.
Authors:NING Wu  LI Jun  XUAN Guo-xiang  GUO Chao and HUANG Yue
Institution:Guangxi Xijiang Development & Investment Group Co.,Ltd.,Nanning 530022,China,Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China,Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China,Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China and Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Key Laboratory of Navigation Structure Construction Technology,Ministry of Transport,PRC,Nanjing 210029,China
Abstract:Honghua 2nd lane lock is one of the first-round key construction projects for Xijiang Golden Waterway,and it is also an important project to improve the navigation capacity of Liujiang River and Xijiang River and to achieve the goal of one-hundred-million-ton Golden Waterway.The lock chamber size is in line with the Three Gorges Lock.The working water head is nearly 20 m,and flow energy is huge.Considering the characteristics of this lock,the in-chamber longitudinal culvert filling and emptying system is chosen,and the detailed layout is put forward including a confluent culvert for improving the flow condition under single valve operation.The hydrodynamic characteristics,ship berthing condition in lock chamber,and flow conditions around inlet and outlet are all studied by a 1:30 scaled physical model.Based on the model test,recommended valve opening patterns are put forward under which all the parameters can satisfy the needs of codes and design.
Keywords:Xijiang Golden Waterway  lock filling and emptying system  hydrodynamics  ship berthing condition  model test
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