[1]戴永琪,刘爱军,代 菊,等.里运河东堤典型交叉建筑物安全评价[J].江苏水利,2020,(02):61-66.
　DAI Yongqi,LIU Aijun,DAI Ju,et al.Safety evaluation of typical crossing structures along the East Levee of Li Canal[J].JIANGSU WATER RESOURCES,2020,(02):61-66.
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里运河东堤典型交叉建筑物安全评价()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2020年02期
页码:
61-66
栏目:
水利工程建设
出版日期:
2020-02-20

文章信息/Info

Title:
Safety evaluation of typical crossing structures along the East Levee of Li Canal
文章编号:
1007-7839(2020)02-0061-06
作者:
戴永琪1; 2;  刘爱军3;  代 菊3;  李宏恩1; *;  刘晓青2
1.南京水利科学研究院 大坝安全与管理研究所, 江苏 南京 210029; 2.河海大学 水利水电学院, 江苏 南京 210098; 3.扬州水利局, 江苏 扬州 225000
Author(s):
DAI Yongqi1; 2;  LIU Aijun3;  DAI Ju3;  LI Hongen1; *;  LIU Xiaoqing2
1.Dam Safety Management Department, Nanjing Hydraulic Research Institute, Nanjing 210029, Jiangsu; 2.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, Jiangsu; 3.Yangzhou Water Resources Bureau, Yangzhou 225000, Ji
关键词:
里运河;  堤防工程;  交叉建筑物;  水闸;  安全评价
Keywords:
Li Canal;  levee project;  crossing structure;  sluice;  safety evaluation
分类号:
TV871
文献标志码:
B
摘要:
里运河东堤位于南水北调东线,东堤沿线穿堤涵闸数量多且年久老化,存在严重安全隐患。针对上述问题,为检验交叉建筑物的安全性并且确保里运河东堤运行管理安全和沿线公众生命财产安全,选取里运河东堤高邮段的车逻闸为典型交叉建筑物,根据水闸安全评价导则,在现状调查和安全监测的基础上,对车逻闸进行安全复核计算。计算内容包括防洪标准复核计算、渗流复核计算、稳定复核计算以及消能复核计算4个方面,并结合上述各项安全复核计算结果分别进行安全性分级,最终确定水闸安全类别。
Abstract:
The East Levee of Li Canal is located in the Eastern Route of South-to-North Water Diversion Project. There are many culverts and sluices crossing the levee along East Levee, which are aging and have serious security risks. In view of the above problems, in order to test the safety of the crossing structures and ensure the safety of the operation and management of the East Levee and the safety of public life and property along the levee, the Cheluo sluice of Gaoyou Section was selected as a typical crossing structure. According to the Guidelines for sluice safety evaluation, the safety check calculation of the Cheluo sluice was carried out on the basis of the current situation investigation and safety monitoring. The calculation included four aspects: flood control standard check calculation, seepage check calculation, stability check calculation and energy dissipation check calculation. Combining with the above safety check calculation results, the safety classification was carried out, and finally the safety category of sluice was determined.

参考文献/References:

[1] 曹云. 堤防工程风险因子分析和风险计算模型研究[J]. 水利与建筑工程学报, 2006, 4(4):14-17, 48.
[2] 赵二峰, 何晓洁, 黄浩. 黄河下游堤防失事模式及识别方法[J]. 人民黄河, 2014(11):36-38.
[3] 中华人民共和国水利部. SL/Z 679—2015 堤防工程安全评价导则[S]. 北京:中国水利水电出版社, 2015.
[4] 中华人民共和国水利部. SL 265—2016 水闸设计规范[S]. 北京:中国水利水电出版社, 2016.
[5] 中华人民共和国交通部. JTG D60—2004 公路桥涵设计通用规范[S]. 北京:人民交通出版社, 2004.
[6] 中华人民共和国水利部. SL 214—2015 水闸安全评价导则[S]. 北京:中国水利水电出版社, 2015.

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　DAI Yongqi,LIU Aijun,et al.Investigation and analysis on the dangerous sections of the east levee of the Li Canal[J].JIANGSU WATER RESOURCES,2019,(02):64.
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备注/Memo

备注/Memo:
收稿日期:2019-03-15
基金项目:国家重点研发计划项目(2016YFC0401809, 2017YFC0405006),江苏省水利科技项目(2017005),国家自然科学基金项目(51579154,51609149),中央级公益性科研院所基本科研业务费项目(Y717012, Y717013, Y718001)。
作者简介:戴永琪(1996—),女,硕士研究生,主要从事水工结构数值模拟与安全评价方面研究。
通讯作者:李宏恩(1982—),男,教授级高级工程师,博士,主要从事水
更新日期/Last Update: 2020-02-20