论文标题

重新访问水质传感器放置问题:优化网络可观察性和状态估计指标

Revisiting the Water Quality Sensor Placement Problem: Optimizing Network Observability and State Estimation Metrics

论文作者

Taha, Ahmad F., Wang, Shen, Guo, Yi, Summers, Tyler H., Gatsis, Nikolaos, Giacomoni, Marcio H., Abokifa, Ahmed A.

论文摘要

水分配网络(WDN)中的实时水质(WQ)传感器有可能使水质指标,污染事件检测以及WQ动力学的闭环反馈控制能够启用网络范围的可观察性。为此,先前的研究研究了指导WQ传感器地理位置的广泛方法。这些方法为固定传感器放置(SP)分配了一个度量,然后分配\ textit {metric-optimization}以获得最佳的sp。这些指标包括最大程度地减少入侵检测时间,最大程度地减少受入侵事件影响的预期种群和受污染的水的数量。与文献相反,本文的目的是提供一种计算方法,以考虑WQ动力学的状态估计和全网络可观察性的被忽视的指标。该指标找到了最佳的WQ传感器位置,该位置通过Kalman滤波器来最大程度地减少状态估计误差的噪声WQ动力学 - 一种量化WDN可观察性的度量。为此,给出了整个WDN的WQ状态的状态空间动力学,并介绍了可观察性驱动的传感器位置算法。该算法考虑了由于液压剖面的变化而导致的WQ动力学的时间变化性质 - 液压状态的集合,包括在一定时间段内由需求分布引起的链接中的头部(压力)和流速。给出了详尽的案例研究,强调了WDN操作员的关键发现,观察结果和建议。包括github代码可重现性。

Real-time water quality (WQ) sensors in water distribution networks (WDN) have the potential to enable network-wide observability of water quality indicators, contamination event detection, and closed-loop feedback control of WQ dynamics. To that end, prior research has investigated a wide range of methods that guide the geographic placement of WQ sensors. These methods assign a metric for fixed sensor placement (SP) followed by \textit{metric-optimization} to obtain optimal SP. These metrics include minimizing intrusion detection time, minimizing the expected population and amount of contaminated water affected by an intrusion event. In contrast to the literature, the objective of this paper is to provide a computational method that considers the overlooked metric of state estimation and network-wide observability of the WQ dynamics. This metric finds the optimal WQ sensor placement that minimizes the state estimation error via the Kalman filter for noisy WQ dynamics -- a metric that quantifies WDN observability. To that end, the state-space dynamics of WQ states for an entire WDN are given and the observability-driven sensor placement algorithm is presented. The algorithm takes into account the time-varying nature of WQ dynamics due to changes in the hydraulic profile -- a collection of hydraulic states including heads (pressures) at nodes and flow rates in links which are caused by a demand profile over a certain period of time. Thorough case studies are given, highlighting key findings, observations, and recommendations for WDN operators. Github codes are included for reproducibility.

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