安庆江堤现有减压井运行效果初步分析

张家发, 吴志广, 许季军, 朱国胜

长江科学院院报 ›› 2000, Vol. 17 ›› Issue (4) : 38-40.

PDF(144 KB)
PDF(144 KB)
长江科学院院报 ›› 2000, Vol. 17 ›› Issue (4) : 38-40.
岩土力学

安庆江堤现有减压井运行效果初步分析

  •  张家发1, 吴志广2, 许季军1, 朱国胜1
作者信息 +

Analyses on effectiveness of relief wells for Anqing Dyke

  •  ZHANG  Jia-Fa, WU  Zhi-Guang, XU  Ji-Jun, ZHU  Guo-Sheng
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摘要

介绍了安庆江堤丁马段的地质和工程条件,通过对 险情、覆盖层条件和天然渗流场的分析对堤基进行了安全评价,说明了堤基加固处理的必要 性;对几个典型年份的测压管观测资料进行了初步分析,结果表明郑家村、私姑沟、王家村 等段的减压井都发挥着显著的作用,丁家村、汪家墩、谢圩拐的减压井已明显淤堵。认为不 能因为现有部分减压井运行效果降低而轻易地否定这种工程措施,应该在深入研究的基础上 改善设计、完善施工工艺,并通过合理的管理来延长减压井的寿命,发挥其应有的作用。

Abstract

The geological and engineering conditions at the Din gma Stretch of Anqing Dyke are presented.Through the analyses on dangerous phen omena,covering layers and natural seepage fields,a safety assessment on the dyke foundation is performed and the necessity of dyke reinforcement is demonstrated .Ground water level data obtained by piezometric tubes in three typical years ar e analyzed.The results show that relief wells at Zhengjiacun,Sigugou and Wangjia cun still play an improtant role,but that at Dingjiacun,Wangjiadun and Xieweigua i have been choked obviously.It is concluded that relief wells should not be ra shly denied as a dyke reinforcement measure owing to the decreased effectiveness of some of them at some places.The improvement of design,consummation of constr uction technology and rational management of relief wells should be investgated in depth to make most of them efficient and to extend their service life.

关键词

安庆江堤 / 堤基 / 减压井 / 效果 / 淤堵

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张家发, 吴志广, 许季军, 朱国胜. 安庆江堤现有减压井运行效果初步分析[J]. 长江科学院院报. 2000, 17(4): 38-40
ZHANG Jia-Fa, WU Zhi-Guang, XU Ji-Jun, ZHU Guo-Sheng. Analyses on effectiveness of relief wells for Anqing Dyke[J]. Journal of Changjiang River Scientific Research Institute. 2000, 17(4): 38-40

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