[1]张友明.水闸底板测压管水位“异常”变化影响因素研究[J].江苏水利,2019,(11):62-66.
　ZHANG Youming.Study on influencing factors of "abnormal" values of piezometer tube in sluice floor[J].JIANGSU WATER RESOURCES,2019,(11):62-66.
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水闸底板测压管水位“异常”变化影响因素研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2019年11期
页码:
62-66
栏目:
水利工程管理及防汛防旱
出版日期:
2019-12-18

文章信息/Info

Title:
Study on influencing factors of "abnormal" values of piezometer tube in sluice floor
文章编号:
1007-7839(2019)11-0062-05
作者:
张友明
江苏省洪泽湖水利工程管理处, 江苏 淮安 223100
Author(s):
ZHANG Youming
1.The Hongze Lake Water Conservancy Project Management Office of Jiangsu Province, Huai'an 223100, Jiangsu
关键词:
测压管;  闸基土质;  温度场;  工程运行;  垂直位移;  水闸
Keywords:
piezometer;  soil properties of sluice foundation;  temperature field;  operation condition;  vertical displacement;  sluice
分类号:
TV698.1
文献标志码:
B
摘要:
水闸底板测压管水位观测值与理论值存在一定的偏差,呈现“异常”现象。调研江苏省三河闸、嶂山闸等6座水闸,基于已有水闸渗流研究成果和实测数据,对比分析影响测压管观测数据准确性以及水位变化的闸基土质、温度场、工程运行等因素,分析扬压力与水闸沉降变化的相关性。较壤土、砂土地基,黏性土基水闸测压管水位变化影响因素更为复杂,受上下游水头差、底板轮廓线、闸基土质、温度场、工程运行等综合因素影响。水闸底板测压管水位与沉降关系密切,测压管水位偏高引起的水闸底板上浮问题应引起注意,相关研究对分析水闸底板测压管水位变化规律具有参考作用。
Abstract:
There is a certain deviation between the measured and theoretical values of the water head in sluice floor, which presents an "abnormal" phenomenon. This paper investigated six sluices such as Sanhe sluice, Zhangshan sluice etc. in Jiangsu province. Based on the research results and measured data, factors such as, types of foundation soil, temperature field and operation condition that can affect the accuracy of the piezometer tube and values of the water head at the sluice floor were compared and analyzed. Correlation between the uplift pressure and sluice settlement was analyzed. Results showed that, compared to loam and sand foundation, the influence factors of the cohesive foundation are more complicated, which are affected by the comprehensive factors such as, water head difference between upstream and downstream, shape and size of the floor, properties of the soil, temperature field and operation condition etc. The water head at the sluice floor is closely related to the settlement, uplift displacement of the sluice floor that caused by uplift water pressure should be paid attention to. Reference in analyzing the variation of water head of piezometer tube at the sluice floor is provided.

参考文献/References:

[1] 江苏省水利厅工程管理处, 河海大学农水系. 江苏省水闸测压管状况调研报告[R]. 1989.
[2] 严文群. 论温度变化对渗透压力的影响[J]. 水利学报, 1992(3):13-22.
[3] 吴明祥. 三河闸闸基渗流规律的探索[J]. 中国水利, 2003(2B):119-120.
[4] 唐劲松, 刘观标. 嶂山闸扬压力异常原因分析[J]. 水电自动化与大坝监测, 2004, 28(6):49-52.
[5] 朱岳明, 陈建余, 匡峰, 等. 嶂山闸闸基渗流异常现象的反分析研究[R]. 河海大学水利水电工程学院, 2002.
[6] 江苏省质量技术监督局. DB32/T 1713—2011水利工程观测规程[S]. 2011.
[7] 盐城市射阳河闸管理所. 射阳河闸工程现状调查分析报告[R]. 2002.
[8] 嶂山闸管理局. 嶂山闸工程观测资料汇编(2015年度)[R]. 2016.
[9] 江苏省淮阴闸管理所. 淮阴闸工程观测资料汇编(2018年度)[R]. 2019.

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备注/Memo

备注/Memo:
收稿日期:2019-09-24
基金项目:江苏省水利科技项目(2017028)
作者简介:张友明(1974—),男,硕士,高级工程师,主要从事水利工程管理及研究工作。
更新日期/Last Update: 2019-12-15