Unsteady Flow Modeling of Pressure Real-Time Control in Water Distribution Networks

被引:40
|
作者
Creaco, Enrico [1 ,2 ,3 ]
Campisano, Alberto [4 ]
Franchini, Marco [5 ]
Modica, Carlo [4 ]
机构
[1] Univ Pavia, Dipartimento Ingn Civile & Architettura, Via Ferrata 3, I-27100 Pavia, Italy
[2] Univ Exeter, Coll Engn, Math & Phys Sci, Prince Wales Rd, Exeter EX4 4PL, Devon, England
[3] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[4] Univ Catania, Dipartimento Ingn Civile & Architettura, Viale Andrea Doria 6, I-95125 Catania, Italy
[5] Univ Ferrara, Dipartimento Ingn, Via Saragat 1, I-44100 Ferrara, Italy
关键词
Control valves; Hydraulic transients; Water demand; Feedback control; Demand pulses; Water distribution systems; Real time control; DISTRIBUTION-SYSTEMS; LEAKAGE MINIMIZATION; REDUCING VALVES; REDUCTION; MANAGEMENT; DEMAND; RTC;
D O I
10.1061/(ASCE)WR.1943-5452.0000821
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the potential of unsteady flow modelling for the simulation of remote real-time control (RTC) of pressure in water distribution networks. The developed model combines the unsteady flow simulation solver with specific modules for generation of pulsed nodal demands and dynamic adjustment of pressure control valves in the network. The application to the skeletonized model of a real network highlights the improved capability of the unsteady flow simulation of RTC compared with the typical extended period simulation (EPS) models. The results show that the unsteady flow model provides sounder description of the amplitude of the pressure head variations at the controlled node. Furthermore, it enables identification of the suitable control time step to be adopted for obtaining a prompt and effective regulation. Nevertheless, EPS-based models allow consistent estimates of leakage reduction as well as proper indications for valve setting under network pressure RTC at a much smaller computational cost. (C) 2017 American Society of Civil Engineers.
引用
收藏
页数:10
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