中水头巨型船闸闸墙长廊道侧支孔输水系统水动力学研究*
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国家重点研发计划(2016YFC0402001);交通运输部科技项目(2013328746550)


Hydrodynamic study of wall-culvert side-port filling and emptying system in medium-head huge lock
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    摘要:

    闸墙长廊道侧支孔输水系统,因其相对于集中输水系统更优的水流条件以及相对其他分散输水系统更简单的结构和更低的建设维护成本,而广泛应用于中水头大型船闸中。近年来,湘江航运干线设计和建设了4座中水头巨型船闸,该输水系统能否满足巨型船闸高输水能量下的船闸自身与过闸船舶安全要求需要加以研究论证。本文以大源渡二线船闸为例,通过1:30物理模型试验,对其闸室船舶停泊条件、输水水力特性及引航道水流条件进行研究。结果表明:在推荐的消能布置和阀门开启方式下,各项指标均能满足规范和设计要求。

    Abstract:

    Due to the better flow condition compared with through-the-head filling and emptying system,and the simpler structure and lower construction and maintenance cost compared with other dispersed filling and emptying system,the wall-culvert side-port filling and emptying system is widely used in medium-head large ship locks.In recent years,four huge locks have been designed or constructed on the Xiangjiang river,and it should be studied and verified that whether the above system can satisfy the safety needs of lock and ship under such huge flow energy.Based on Dayuandu 2nd lane lock,the ship berthing condition in lock chamber,the hydrodynamic characteristics and flow conditions in approach channels are all studied by a 1:30 scaled physical model.The results indicate that,all key parameters can satisfy the needs of codes and design under the recommended energy dissipation layout and valve opening patterns.

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宣国祥,李 君,黄 岳,等.中水头巨型船闸闸墙长廊道侧支孔输水系统水动力学研究*[J].水运工程,2016(12):36-41.

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  • 在线发布日期: 2016-12-16
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