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A Noise Scaled Semi-Parametric Gaussian Process Model for Real TimeWater Network Leak Detection in the Presence of Heteroscedasticity

机译:异源性存在下实时时间网络泄漏检测的噪声缩放半导体高斯过程模型

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The timely detection of leaks in water distribution systems is critical to the sustainable provision of clean water to consumers. Increasingly, water companies are deploying remote sensors to measure water flow in real-time in order to detect such leaks. However, in practice, for typical District Metering Zones (DMZ), financial constraints limit the number of deployable real time flow sensors/meters to one or two, thus constraining leak detection to be based on the aggregated flow being monitored at these point. Such aggregated flow data typically exhibits input signal dependence whereby both noise and leaks are dependent on the flow being measured. This limited monitoring and input signal dependance make conventional approaches based on simple thresholds unreliable for real time leak detection. To address this, we propose a Gaussian process (GP) model with an additive diagonal noise covariance that is able to handle the input dependant noise observed in this setting. A parameterised mean step change function is used to detect leaks and to estimate their size. Using prior water distribution systems (WDS) knowledge we dynamically bound and discretize the detection parameters of the step change mean function, reducing and pruning the parameter search space considerably. We evaluate the proposed noise scaled GP (NSGP) against both the latest research work on GP based fault detection methods and the current state of the art and applied leak detection approaches in water distribution systems. We show that our proposed method out performs other approaches, on real water network data with synthetically generated time varying leaks, with a detection accuracy of 99%, almost zero false positive detections and the lowest root mean squared error in leak magnitude estimation (0.065 l/s).
机译:及时检测水分配系统的泄漏对消费者可持续提供清洁水的可持续提供至关重要。越来越多的水资源公司正在部署远程传感器以实时测量水流,以检测此类泄漏。然而,在实践中,对于典型的区域计量区域(DMZ),财务约束限制可部署的实时流量传感器/米到一个或两个,从而限制泄漏检测基于在这些点监测的聚合流程。这种聚合流量数据通常呈现输入信号依赖性,从而噪声和泄漏均取决于正在测量的流程。这种有限的监控和输入信号依赖性使传统方法基于实时泄漏检测不可靠的简单阈值。为了解决这一点,我们提出了一种高斯过程(GP)模型,具有能够处理在该设置中观察到的输入相关噪声的加性对角线协方差。参数化平均步骤改变功能用于检测泄漏并估计其大小。使用先前的排水系统(WDS)知识,我们动态地绑定和离散化步骤变化的检测参数平均函数,减少和修剪参数搜索空间。我们评估了拟议的噪声缩放GP(NSGP)对基于GP的故障检测方法和现有技术的最新状态以及水分配系统中的应用泄漏检测方法。我们表明,我们提出的方法OUT执行了其他方法,在实际水网络数据上具有综合产生的时间变化泄漏,检测精度为99%,几乎为零的误差检测和泄漏幅度估计中的最低根平均平方误差(0.065升/ s)。

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