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船闸引航道隔流墙的布置
引用本文:黄明红,韩巍巍,吴澎.船闸引航道隔流墙的布置[J].水运工程,2016(11):162-166.
作者姓名:黄明红  韩巍巍  吴澎
作者单位:江西省港航管理局界牌航电枢纽管理处,江西鹰潭 335001,中交水运规划设计院有限公司,北京 100007,中交水运规划设计院有限公司,北京 100007
摘    要:引航道布置是船闸总体设计的重要内容,也是船闸设计成败的关键。在天然河流上建设船闸,在船闸与泄水建筑物或电站之间通常设置隔流墙,将引航道水域与通过枢纽的水流隔开,形成引航道内有利的水流条件。从船闸引航道隔流墙布置的角度,强调对于不同的口门区位置,应采用不同的通航水流条件判别标准,并分析隔流墙的长度和位置在掩护引航道、抑制横流等方面的作用。最后介绍石虎塘枢纽船闸布置的案例。

关 键 词:船闸引航道  隔流墙  通航水流条件  允许流速

Layout of guard wall of locks
HUANG Ming-hong,HAN Wei-wei and WU Peng.Layout of guard wall of locks[J].Port & Waterway Engineering,2016(11):162-166.
Authors:HUANG Ming-hong  HAN Wei-wei and WU Peng
Abstract:The design of approach channel has great influence on general layout of locks.When a lock is constructed in rivers,the guard wall is arranged normally between the lock and weir or power house to guard the approach channel from the river flow,thus the favorable condition of water flow is formed.From the angle of guard wall layout,it is emphasized that the different criterions of the navigation flow conditions should be used for different locations of the entrance.The effects of covering the approach channel and reducing the crosscurrent are showed through analyzing the length and location of the guard wall.Then the different alternatives of layout of Shihutang lock are introduced.
Keywords:approach channel of locks  guard wall  navigable water flow condition  allowable current velocity
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