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Bayesian experimental design of tracer studies to monitor wastewater leakage from sewer networks

机译:示踪剂研究的贝叶斯实验设计以监测下水道网络的废水泄漏

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Despite more than a decade of research, the magnitude of wastewater leakage from defective sewer systems into groundwater supplies is still largely unknown, partly because reliable measurement methods are lacking. Although recently suggested in-sewer tracer studies present a promising solution, it is unclear how to optimally design such studies in network settings. In this study we present a formal experimental design procedure, which uses Bayesian data analysis to improve the diagnosis of sewer leakage by combining tracer test data with prior knowledge on network topology and condition. From a simulation study, we show that (1) if a single sewer section is expected to have high leakage, that section should be distinguished in measurement layouts through isolated tests or appropriate overlapping of multiple tests; (2) if multiple sections are expected to have high leakage, layouts with tests that cover more than one high-leakage section should be avoided; and (3) if a robust experimental design is desired, a balanced layout of tests that overlap multiple sections of high leakage, yet minimizes stretch length, should be chosen. This design will have the additional benefit of inducing covariance in the posterior distribution of exfiltration estimates, which can be used to advantage in subsequent studies. We apply these guidelines to a case study of a catchment in Zurich, Switzerland, and find that optimal layout design can improve the anticipated gain of information substantially relative to designs based on practical considerations alone. Remaining concerns regarding the procedure include (1) the generally poor understanding of the mechanisms governing sewer leakage, which can hamper reliable prior information on exfiltration; (2) the currently low measurement precision of sewer tracer studies, which might only allow for the detection of large leaks; and (3) the need for numerical implementation of the Bayesian inference procedure, which requires careful tuning and long computation times. In general, we were able to demonstrate that the incorporation of prior information through a Bayesian procedure adds significant value to experimental design, especially in situations with few "hard" data but good site-specific knowledge, which is common in water resources research.
机译:尽管进行了十多年的研究,但污水从有缺陷的下水道系统泄漏到地下水中的程度仍然未知,部分原因是缺乏可靠的测量方法。尽管最近建议的下水道示踪剂研究提出了一个有前途的解决方案,但尚不清楚如何在网络环境中优化设计此类研究。在这项研究中,我们提出了一种正式的实验设计程序,该程序使用贝叶斯数据分析通过结合示踪剂测试数据和有关网络拓扑和状况的先验知识来改善下水道泄漏的诊断。通过仿真研究,我们发现:(1)如果单个下水道段预计泄漏量大,则应通过隔离测试或适当重叠多个测试来区分测量布局中的该段; (2)如果预计多个部分的泄漏率较高,则应避免采用覆盖一个以上高泄漏部分的测试布局; (3)如果需要可靠的实验设计,则应选择平衡的测试布局,该布局应覆盖高泄漏的多个部分,同时将拉伸长度最小化。此设计将具有在渗出估计值的后验分布中诱导协方差的额外好处,可在后续研究中加以利用。我们将这些准则应用于瑞士苏黎世一个流域的案例研究,发现相对于仅基于实际考虑的设计,最佳的布局设计可以大大提高预期的信息获取率。关于程序的其余问题包括:(1)对控制下水道渗漏的机制普遍了解不足,这可能会妨碍可靠的现有渗漏信息; (2)目前对下水道示踪剂研究的测量精度较低,这可能仅允许检测大的泄漏; (3)需要贝叶斯推理过程的数值实现,这需要仔细的调整和较长的计算时间。总的来说,我们能够证明通过贝叶斯方法将先验信息整合到实验设计中可显着增加价值,特别是在“硬”数据很少但特定地点知识丰富的情况下,这在水资源研究中很常见。

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  • 来源
    《Water resources research》 |2010年第8期|P.W08513.1-W08513.14|共14页
  • 作者单位

    Eawag: Swiss Federal Institute of Aquatic Science and Technology, Duebendorf, Switzerland;

    rnThayer School of Engineering, Dartmouth College, Hanover, NH 03755, USA;

    rnEawag: Swiss Federal Institute of Aquatic Science and Technology, Duebendorf, Switzerland;

    rnEawag: Swiss Federal Institute of Aquatic Science and Technology and Swiss Federal Institute of Technology (ETH), Duebendorf, Switzerland;

    rnEawag: Swiss Federal Institute of Aquatic Science and Technology, Duebendorf, Switzerland;

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  • 入库时间 2022-08-18 03:39:03

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