The effect of a loss of model structural detail due to network skeletonization on contamination warning system design: case studies.

Michael J Davis, Robert Janke
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Abstract

The effect of limitations in the structural detail available in a network model on contamination warning system (CWS) design was examined in case studies using the original and skeletonized network models for two water distribution systems (WDSs). The skeletonized models were used as proxies for incomplete network models. CWS designs were developed by optimizing sensor placements for worst-case and mean-case contamination events. Designs developed using the skeletonized network models were transplanted into the original network model for evaluation. CWS performance was defined as the number of people who ingest more than some quantity of a contaminant in tap water before the CWS detects the presence of contamination. Lack of structural detail in a network model can result in CWS designs that (1) provide considerably less protection against worst-case contamination events than that obtained when a more complete network model is available and (2) yield substantial underestimates of the consequences associated with a contamination event. Nevertheless, CWSs developed using skeletonized network models can provide useful reductions in consequences for contaminants whose effects are not localized near the injection location. Mean-case designs can yield worst-case performances similar to those for worst-case designs when there is uncertainty in the network model. Improvements in network models for WDSs have the potential to yield significant improvements in CWS designs as well as more realistic evaluations of those designs. Although such improvements would be expected to yield improved CWS performance, the expected improvements in CWS performance have not been quantified previously. The results presented here should be useful to those responsible for the design or implementation of CWSs, particularly managers and engineers in water utilities, and encourage the development of improved network models.

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网络骨架化导致模型结构细节丢失对污染预警系统设计的影响:案例研究。
通过使用两个配水系统(WDS)的原始网络模型和骨架化网络模型进行案例研究,考察了网络模型中可用结构细节的局限性对污染预警系统(CWS)设计的影响。骨架化模型被用作不完整网络模型的替代物。通过对最坏情况和平均情况污染事件的传感器位置进行优化,开发了 CWS 设计。使用骨架化网络模型开发的设计被移植到原始网络模型中进行评估。CWS 性能的定义是,在 CWS 检测到污染存在之前,摄入自来水中污染物超过一定量的人数。网络模型中缺乏结构细节会导致 CWS 设计出现以下问题:(1) 与更完整的网络模型相比,CWS 对最坏情况下污染事件的防护能力要差得多;(2) 大大低估了与污染事件相关的后果。尽管如此,使用骨架化网络模型开发的 CWS 可以有效降低污染物的后果,因为污染物的影响并不集中在注入位置附近。当网络模型存在不确定性时,平均情况设计可产生与最坏情况设计类似的最坏情况性能。改进 WDS 的网络模型有可能显著改进 CWS 设计,并对这些设计进行更切合实际的评估。虽然这种改进有望提高 CWS 性能,但 CWS 性能的预期改进以前尚未量化。本文介绍的结果对那些负责设计或实施 CWS 的人员,特别是水务公司的管理人员和工程师,应该会有所帮助,并鼓励开发改进的网络模型。
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来源期刊
Drinking Water Engineering and Science
Drinking Water Engineering and Science Environmental Science-Water Science and Technology
CiteScore
3.90
自引率
0.00%
发文量
3
审稿时长
40 weeks
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