Impact of variable speed pumps on water quality in distribution systems

被引:2
作者
Darweesh, Moustafa S. [1 ,2 ]
机构
[1] Assiut Univ, Civil Engn Dept, Assiut, Egypt
[2] Northern Border Univ, Coll Engn, Ar Ar, Saudi Arabia
关键词
Water distribution systems; pumps; variable frequency drives; water quality; extended period simulation; DISTRIBUTION NETWORKS; LEAKAGE; PERFORMANCE; OPERATION; PIPES; DECAY;
D O I
10.4314/wsa.v44i3.09
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Water quality has become a prominent issue in the study of water distribution networks. Variable speed pumps (VSPs) can control and improve the performance of water distribution systems. However, they may have effects on the water quality. The objective of this study was to investigate the impact of VSPs on water quality. The EPANET water quality simulator was applied for modelling water age and chlorine residual in a distribution network. In addition, intrusion of an active contaminant and analysis of leakage effects on residual chlorine concentration were performed through extended period simulations. Results indicate that VSPs may have negative impacts on water quality, including increased water age during low consumption times, and reduced disinfectant residuals at peak hours. In addition, the average rate of chlorine decay for fixed speed pumps (57%) is higher than that for VSPs (54%) when a conservative contaminant (sewage water) is considered.
引用
收藏
页码:419 / 427
页数:9
相关论文
共 24 条
[1]  
[Anonymous], 2018, Guidelines for Drinking Water Quality
[2]  
AwwaRF (AWWA Research Foundation), 2005, IMP DISTR SYST WAT Q, P80235
[3]   Optimum reliable operation of water distribution networks by minimising energy cost and chlorine dosage [J].
Babaei, Nadia ;
Tabesh, Massoud ;
Nazif, Sara .
WATER SA, 2015, 41 (01) :149-156
[4]  
Blair T.H., 2017, Energy production systems engineering: An introduction for electrical engineers to electrical power generation facilities, systems, and equipment First, P441, DOI [10.1002/9781119238041.ch18, DOI 10.1002/9781119238041.CH18]
[5]   Optimal Location and Setting of PRVs in WDS for Leakage Minimization [J].
Covelli, Carmine ;
Cozzolino, Luca ;
Cimorelli, Luigi ;
Della Morte, Renata ;
Pianese, Domenico .
WATER RESOURCES MANAGEMENT, 2016, 30 (05) :1803-1817
[6]   Assessment of variable speed pumps in water distribution systems considering water leakage and transient operations [J].
Darweesh, Moustafa S. .
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 2018, 67 (01) :99-108
[7]   Leakages in pipes: generalizing Torricelli's equation to deal with different elastic materials, diameters and orifice shape and dimensions [J].
Franchini, Marco ;
Lanza, Luisfilippo .
URBAN WATER JOURNAL, 2014, 11 (08) :678-695
[8]   Estimation of the Efficiency for Variable Speed Pumps in EPANET Compared with Experimental Data [J].
Georgescu, A. -M. ;
Cosoiu, C. -I. ;
Perju, S. ;
Georgescu, S. -C. ;
Hasegan, L. ;
Anton, A. .
16TH WATER DISTRIBUTION SYSTEM ANALYSIS CONFERENCE (WDSA2014): URBAN WATER HYDROINFORMATICS AND STRATEGIC PLANNING, 2014, 89 :1404-1411
[9]  
Georgescu Andrei-Mugur, 2012, University "Politehnica" of Bucharest, Scientific Bulletin Series D: Mechanical Engineering, V74, P103
[10]   The decay of chlorine associated with the pipe wall in water distribution systems [J].
Hallam, NB ;
West, JR ;
Forster, CF ;
Powell, JC ;
Spencer, I .
WATER RESEARCH, 2002, 36 (14) :3479-3488