[1]李铭华,陈 辉,方绪顺*,等.南师附中树人学校段江堤渗流监测成果分析[J].江苏水利,2018,(07):29-33.
　LI Minghua,CHEN Hui,FANG Xushun*,et al.Analysis on the monitoring results of river levee in High School Affiliated to Nanjing Normal University Shuren Campus section[J].JIANGSU WATER RESOURCES,2018,(07):29-33.
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南师附中树人学校段江堤渗流监测成果分析()

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2018年07期
页码:
29-33
栏目:
水利信息化
出版日期:
2018-07-17

文章信息/Info

Title:
Analysis on the monitoring results of river levee in High School Affiliated to Nanjing Normal University Shuren Campus section
文章编号:
1007-783（9 2018）07-0029-05
作者:
李铭华1; 陈 辉1; 方绪顺2*; 厉佳卉1; 朱相丞1
1.南京市长江河道管理处，江苏 南京 210011；2.南京水利科学研究院，江苏 南京 210029
Author(s):
LI Minghua1; CHEN Hui1; FANG Xushun2*; LI Jiahui1; ZHU Xiangcheng1
1. Yangtze River Management Division of Nanjing，Nanjing 210011，Jiangsu； 2. Nanjing Hydraulic Research Institute，Nanjing 210029，Jiangsu
关键词:
江堤; 渗流; 监测; 防渗墙
Keywords:
river levee; seepage; monitoring; cutoff wall
分类号:
TV871
文献标志码:
B
摘要:
2017 年上半年，南师附中树人学校段长江大堤进行了两道高压旋喷垂直防渗墙防渗和充填灌浆加固。为了解防渗墙截渗效果，工程完工后，选择5 个渗流监测断面，即在各监测断面防渗墙外侧1.2 m，高程6.0 m 处埋设了一组渗压计并开展渗流监测。本次分析数据采集时间段主要为2017 年主汛期，将采集到的测点水位数据生成图表并进行对比分析，分析结果表明，防渗墙迎水侧各测点随长江水位变化而变化，防渗墙背水侧各测点受长江水位影响较小，防渗墙起到了防渗作用。
Abstract:
In the first half of 2017, the seepage control of two high prseusre rotary jet vertical cutoff walls an d reinforcement of filling grouting were carried out on the ri velrevee in High School Affiliated to Nanjing Normal Universi ty Shuren Campus section. In order to understand the seepage conolt reffect of cutoff walls, five seepage monitoring sectio ns were selected after the project was completed, that was a sersi eof seepage pressure gauges and monitoring of seepa ge were installed at a depth of 1.2m outside the cutoff wall ofc h eamonitoring section and an elevation of 6.0m. The analys is data were mainly collected from the main flood season in 201a7n,d the collected water level data of the measuring poin ts would be generated into chart and compared. The results showetdh at the measurement points facing the water side o f the cutoff wall changed with the water level of Yangtze Rivera,n d the measuring points on the backwater side of t he cutoff wall were less affected by the water level of the Yangtze River, and the cutoff wall played an anti-seepage role.

参考文献/References:

[1]杨健，张漫，曹骏. 安徽永赖圩堤段防渗工程安全监测成果分析[J]. 人民长江，2005（11），56-57.
[2]马水山，李端有，廖勇龙. 长江重要堤防安全监测技术的应用与发展[J]. 长江科学院院报，2002（6），36-39.
[3]曹骏，余洪江，卢德军. 长江堤防安徽段防渗加固工程安全监测[J]. 长江科学院院报，2000（增刊）：36-38.
[4]张家发，孙厚才，杨金忠. 堤防加固工程中与防渗墙有关问题的研究报告[R]. 武汉：长江科学院，2001.

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备注/Memo

备注/Memo:
收稿日期：2018-05-09
作者简介：李铭华（1986—），男，硕士，工程师，主要从事水利工程建设和管理工作。
通讯作者：方绪顺（1972—），男，硕士，教授级高级工程师，主要从事水利工程安全评价与监测工作。
更新日期/Last Update: 2018-07-15