Economic Analysis of Pressure Control for Leakage and Pipe Burst Reduction

被引:60
作者
Creaco, Enrico [1 ,2 ,3 ]
Walski, Thomas [4 ]
机构
[1] Univ Pavia, Dipartimento Ingn Civile & Architettura, Via Ferrata 3, I-27100 Pavia, Italy
[2] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[3] Univ Exeter, Coll Engn Math & Phys Sci, Exeter EX4, Devon, England
[4] Bentley Syst Inc, 3 Brians Pl, Nanticoke, PA 18634 USA
关键词
Pressure reducing valves; Real-time control; Pressure control; Economic analysis; Leakage reduction; Water distribution; WATER DISTRIBUTION-SYSTEMS; MINIMIZATION; MANAGEMENT; VALVES; RTC;
D O I
10.1061/(ASCE)WR.1943-5452.0000846
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an economic analysis of pressure control solutions for leakage and pipe burst reduction. In detail, it explores the operating conditions under which the installation of conventional mechanical pressure reducing valves (PRVs) or remotely real-time controlled (RTC) valves are cost effective compared to a scenario with no control. For a range of system sizes, hydraulic extended period simulations and empirical formulas were used to estimate leakage rates and pipe bursts, respectively, in numerous operational scenarios, including different precontrol leakage levels and demand patterns, the absence of pressure control, and the installation of a PRV or RTC valve. The total cost of the controlled system, including the installation cost of the control device, the flow-dependent operation and maintenance (O&M) cost, and the pipe burst repair cost over the planning horizon, was compared with the water-related O&M and pipe burst repair costs of the uncontrolled system. The results pointed out that no pressure controls are needed if leakage and the variable O&M cost of water are low. When these variables are high, remote RTC is attractive, especially when the demand pattern is peaked and the system is large. For more moderate cost and leakage, a conventional PRV may be better than RTC, especially in small systems and for relatively smooth demand patterns. (C) 2017 American Society of Civil Engineers.
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页数:11
相关论文
共 27 条
[1]  
Ali ME, 2015, J WATER RES PLAN MAN, V141, DOI 10.1061/(ASCE)WR.1943-5452.0000438
[2]  
[Anonymous], 2013, C COMP CONTR WAT IND
[3]  
[Anonymous], 1932, The Economics of Welfare
[4]  
Araujo L, 2006, WATER RESOUR MANAG, V20, P133, DOI 10.1007/s11269-006-4635-3
[5]   Special Issue on the Battle of Background Leakage Assessment for Water Networks [J].
Berardi, Luigi ;
Giustolisi, Orazio .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2016, 142 (05)
[6]   Leakage management: planning remote real time controlled pressure reduction in Oppegard municipality [J].
Berardi, Luigi ;
Laucelli, Daniele ;
Ugarelli, Rita ;
Giustolisi, Orazio .
COMPUTING AND CONTROL FOR THE WATER INDUSTRY (CCWI2015): SHARING THE BEST PRACTICE IN WATER MANAGEMENT, 2015, 119 :72-81
[7]   Field-Oriented Methodology for Real-Time Pressure Control to Reduce Leakage in Water Distribution Networks [J].
Campisano, A. ;
Modica, C. ;
Reitano, S. ;
Ugarelli, R. ;
Bagherian, S. .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2016, 142 (12)
[8]   Calibration of Proportional Controllers for the RTC of Pressures to Reduce Leakage in Water Distribution Networks [J].
Campisano, A. ;
Modica, C. ;
Vetrano, L. .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2012, 138 (04) :377-384
[9]   RTC of Valves for Leakage Reduction in Water Supply Networks [J].
Campisano, A. ;
Creaco, E. ;
Modica, C. .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2010, 136 (01) :138-141