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DETECTION OF PIPING LEAKAGE AT SHIJIAO SECTION OF BEUIANG DYKE WITH SYNTHESIZED TRACER METHOD

机译:综合示踪法检测北UI堤石角段管道渗漏

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摘要

In Shijiao Section of BeiJiang dyke, Guangdong province, there exist serious potential dangers of piping leakage. Even after strengthening for several times, a large piping accident happened in 1994 and 1997 with 120m3 and 250m3 sands surging out respectively. Therefore, it is necessary to find out the real reason of piping before making effective strengthening measures. Comprehensive isotope tracer method was used to detect the leakage passage. Firstly, natural tracer methods, mainly including temperature and environmental isotopes, was used to analyze primarily the recharge sources of the groundwater behind the dyke. Then, the bedrock penetrability and strong leakage areas were determined by affusion tests and artificial radioactive tracer method. Eventually, the existence and location of leakage passage were proved by interconnection test. From above detection methods, such result was proposed and proved that the water conductive faults in the study area caused the piping. These faults were mainly located in the red sand layer under pebble gravel layer. By the long-term chemical and physical erosion, several water conductive solution caverns should be formed, and caused piping eventually. The analysis of water level and the piping located behind groundwater lowering wells also proved above results. At the end, some problems of previous studies are discussed about the seepage of Shijiao Section of Beijiang dyke. The previously used seepage calculation should have its applying conditions; otherwise we will get wrong results from such calculation.
机译:在广东省北江堤石角段,存在严重的管道泄漏的潜在危险。即使经过数次加固,1994年和1997年也发生了一次大型管道事故,分别有120m3和250m3的沙粒涌出。因此,在采取有效的加固措施之前,有必要找出配管的真正原因。采用综合同位素示踪法检测泄漏通道。首先,主要采用自然示踪法,主要包括温度和环境同位素,主要分析堤坝后地下水的补给源。然后,通过注入试验和人工放射性示踪法确定了基岩的渗透性和强泄漏区域。最终,通过互连测试证明了泄漏通道的存在和位置。通过上述检测方法,提出了这样的结果,并证明了研究区域的导水故障是造成管道系统问题的原因。这些断层主要位于卵石砾石层下的红砂层。由于长期的化学和物理侵蚀,应该形成几个导水的溶洞,并最终导致管道。以上结果也证明了对地下水位和位于地下水下降井后面的管道的分析。最后,讨论了有关北江堤石角断面渗流的已有研究问题。以前使用的渗流计算应有其应用条件;否则我们将从这种计算中得到错误的结果。

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  • 会议地点 Nanjing(CN)
  • 作者单位

    DONG HAIZHOU@State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,and Research Academy of Hohai University,Nanjing,Jiangsu,China--CHEN JIANSHENG@State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,and Research Academy of Hohai University,Nanjing,Jiangsu,China--;

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