[1]胡峥嵘,张胤,吴利华.万寿河除险加固分析及治理方案比选[J].江苏水利,2016,(10):18-21.
 HU Zhengrong,ZHANG Yin,WU Lihua.Analysis of reinforcement and control scheme selection of WanshouRiver[J].JIANGSU WATER RESOURCES,2016,(10):18-21.
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万寿河除险加固分析及治理方案比选()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2016年10期
页码:
18-21
栏目:
规划与设计
出版日期:
2016-10-15

文章信息/Info

Title:
Analysis of reinforcement and control scheme selection of WanshouRiver
文章编号:
1007-7839(2016)10-0018-04
作者:
胡峥嵘张胤吴利华
南京市水利规划设计院股份有限公司,江苏南京 210006
Author(s):
HU ZhengrongZHANG YinWU Lihua
Nanjing Water Planning and Designing Institute Co., ltd, Nanjing 210006, Jiangsu
关键词:
堤防水闸除险加固
Keywords:
dyke sluice reinforcement
分类号:
TV212.5
文献标志码:
B
摘要:
本文根据万寿河防洪体系现状,提出在河口建水闸和堤防加固两个除险加固方案,分别从施工、投资、管理等方面,对比分析相应除险加固效果。结果表明,对万寿河堤防进行除险加固更为经济合理。为浦口区境内其它通江或滁河类似工程,提供参考依据。
Abstract:
Based on flood control system of Wanshou River present situation, two strategies are proposed that can reflect the feature of construction, investment, management, and compared the effect of building sluices in estuary and dyke reinforcement. Results show that the dyke reinforcement strategy is more economic and reasonable, and provide a scientific reference for other similar projects in Pukou.

参考文献/References:

[1] 汪自力, 周杨, 张宝森. 黄河下游堤防安全管理技术探讨[J]. 长江科学院院报,2009,26(S1):96-99.
[2] 康震, 王佐权. 关于河道堤防除险加固工程的安全管理[J]. 黑龙江水利科技,2014,42(11):286-288.
[3] 孙奎军. 通河县岔林河险工弱段治理护岸工程设计[J].水利科技与经济,2012,18(02):43-60.
[4] 大中型水闸除险加固工程基本建设程序综述[J]. 江苏水利,2009,9:20-22.

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备注/Memo

备注/Memo:
作者简介:胡峥嵘(1983–),女,硕士,工程师,主要从事水工结构设计工作。
更新日期/Last Update: 2016-10-15