[1]王继光,张海虹,刘占明.临洪东站自排闸消能防冲设施浅析[J].江苏水利,2017,(04):54-57.
 WANG Jiguang,ZHANG Haihong,LIU Zhanming.Analysis of energy dissipating and anti-scour facility of self discharging gate in Linhong east station[J].JIANGSU WATER RESOURCES,2017,(04):54-57.
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临洪东站自排闸消能防冲设施浅析()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2017年04期
页码:
54-57
栏目:
工程管理与防灾减灾
出版日期:
2017-05-17

文章信息/Info

Title:
Analysis of energy dissipating and anti-scour facility of self discharging gate in Linhong east station
文章编号:
1007-7839(2017)04-0054-04
作者:
王继光1张海虹2刘占明2
1.连云港市市区水工程管理处,江苏 连云港 222042;
2.连云港市临洪水利工程管理处,江苏 连云港 222042
Author(s):
WANG Jiguang1ZHANG Haihong2LIU Zhanming2
1.Lianyungang Urban Water Conservancy Project Management Department,Lianyungang 222042,Jiangsu;
2.Lianyungang Linhong Water Conservancy Project Management Department,Lianyungang,222042,Jiangsu
关键词:
水利工程消能防冲灌注桩
Keywords:
hydraulic engineeringenergy dissipationanti scourfilling pil e
分类号:
TV663
文献标志码:
B
摘要:
临洪东站自排闸工程于2011 年8 月建成并投入使用,经过2012 年、2013 年运行后发现下游浆砌块石护底部分损毁。为确保工程安全运行,提高消能防冲效果,通过对该闸损毁部位原因分析及消能防冲复核,采取适当加高消力池尾坎,在下游混凝土护坦外增做10 m长混凝土护坦,在护坦顶面布设消力墩辅助消能,在新设的护坦末端下设钢筋混凝土灌注排桩等措施,取得了明显的消能效果。
Abstract:
After two years operation since the project of Linhong east station completed and put into use in August 2011,downstream of masonry bottom part was damaged.In order to ensure the safe operation of the project,improve the energy dissipation effect,some measures are taken such as appropriate heightening the stilling basin tail,adding 10m long concrete apron,laying auxiliary energy dissipation stilling pier,setting up reinforced concrete filling pile at the end of apron.Obvious e nergy dissipation effect has been obtained.

参考文献/References:

[1]SL252-2000 水利水电工程等级划分及洪水标准[S].北京:中国水利水电出版社,2000.
[2]SL265-2001 水闸设计规范[S].北京:中国水利水电出版社,2001.
[3]陈宝华,张世儒.水闸[M].北京:中国水利水电出版社,2003.
[4]SL75-2014 水闸技术管理规程[S].北京:中国水利水电出版社,2014.

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备注/Memo

备注/Memo:
作者简介:王继光(1970-),男,本科,高级工程师,主要从事工程建设管理工作。
更新日期/Last Update: 2017-04-15