一种水利工程的基坑监测预警系统

By generating theoretical and actual response sequences and combining information on horizontal distance, depth, permeability, and water-stop curtain, abnormal pore pressure response sequences in foundation pits are identified. This solves the problem of difficulty in locating hidden seepage risks in existing technologies, enabling early identification and zonal positioning, and improving the reliability of safety monitoring of foundation pits in water conservancy projects.

CN122237692BActive Publication Date: 2026-07-17ANHUI SHUIAN CONSTR GRP CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
ANHUI SHUIAN CONSTR GRP CO LTD
Filing Date
2026-05-19
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing methods for monitoring and warning the safety of foundation pits are insufficient to identify the spatial propagation sequence of pore water pressure changes after the activation of dewatering wells or the adjustment of pumping intensity. This makes it difficult to locate hidden weak points in water-stopping or local water-permeable channels in a timely manner, especially in water-rich strata where abnormal propagation phenomena exist.

Method used

By acquiring the theoretical and actual response sequences of multiple pore pressure monitoring points, and utilizing information on horizontal distance, burial depth, soil permeability, and cutoff wall barrier, a theoretical response score is generated. Combined with the actual response start time, abnormal pore pressure response sequence zones are identified, providing early warning and locating hidden seepage anomalies.

Benefits of technology

It improves the targeting and reliability of foundation pit safety monitoring, enabling early identification of abnormal propagation patterns such as early response from distant points, early response from lower layers, and early response from one side, providing a basis for zoning and positioning, reducing the uncertainty of human experience judgment, and improving the reliability of early warning results.

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Abstract

本发明公开了一种水利工程的基坑监测预警系统,获取目标降水井启动或抽排强度调整对应的降水事件信息,根据目标降水井的位置、滤水区段和预设影响范围确定至少两个目标孔压监测点;结合目标孔压监测点与目标降水井之间的水平距离、埋设深度、所属含水层及土层渗透性信息生成理论响应序列,并基于响应时间窗内孔隙水压力变化确定实际响应序列;根据理论排序位置与实际排序位置之间的偏离结果,计算单点偏离贡献值和分区偏离贡献值,识别孔压响应顺序反常分区,并输出对应预警等级和复核对象;从而能够在孔压数值尚未整体超限时识别远点先响应、下层先响应或单侧提前响应等异常传播现象,提高止水薄弱区和局部透水通道的定位预警能力。
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