A framework for model-based assessment of resilience in water resource recovery facilities against power outage

被引:4
|
作者
Juan-Garcia, Pau [1 ,2 ]
Rieger, Leiv [3 ]
Darch, Geoff [4 ]
Schraa, Oliver [3 ]
Corominas, Lluis [2 ,5 ]
机构
[1] Atkins SNC Lavalin, 500 Pk Ave Hub, Bristol BS32 4RZ, Avon, England
[2] Univ Girona, Sci & Technol Pk, Catalan Inst Water Res ICRA, Emili Grahit 101, Girona 17003, Spain
[3] InCTRL Solut Inc, 7 Innovat Dr,Suite 107, Dundas, ON L9H 7H9, Canada
[4] Anglian Water Serv Ltd, Thorpe Wood House,Thorpe Wood, Peterborough PE3 6WT, Cambs, England
[5] Univ Girona, Placa St Domenec 3, Girona 17004, Spain
关键词
WRRF resilience; Modelling; Stressor; Dynamic airflow model; Quantitative assessment; Uncertainty; ACTIVATED-SLUDGE; WASTE; PERFORMANCE; EFFICIENCY; REALISM;
D O I
10.1016/j.watres.2021.117459
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Current practice to enhance resilience in Water Resource Recovery Facilities (WRRFs) is to ensure redundancy or back-up for most critical equipment (e.g. pumps or blowers). Model-based assessment allows evaluation of different strategies for quantitatively and efficiently enhancing resilience and justifying the allocation of resources. The goal of this study is to provide guidance for the development of tailored deterministic models of fullscale WRRFs. A framework for model-based resilience assessment is proposed that provides guidance on data collection, model selection, model calibration and scenario analysis. The framework is embedded into the Good Modeling Practice (GMP) Unified Protocol, providing a new application for resilience assessment and an initial set of stressors for WRRFs. The usefulness of the framework is illustrated through a resilience assessment of the WRRF of Girona against power outage. Results show that, for the Girona facility, limited energy back-up can cause non-compliance of WRRF discharge limits in the case of a blower power shut-down of 6 h, and around 12 h when the blower shut-down is also combined with a shut-down of the recirculation pumps. The best option to enhance resilience would be increasing the power back-up by 218%, which allows the plant to run with recirculation pumps and blowers at minimum capacity. In such a case, resilience can be further enhanced by manipulating the air supply valves to optimise the air distribution, to balance oxygen needs in each reactor with the overall system pressure. We conclude that, with industry consensus on what is considered an acceptable level of resilience, a framework for resilience assessment would be a useful tool to enhance the resilience of our current water infrastructure. Further research is needed to establish if the permit structure should accommodate levels sof functionality to account for stress events.
引用
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页数:12
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