Transient Modeling of a Full-Scale Distribution System: Comparison with Field Data

被引:37
|
作者
Ebacher, G. [1 ]
Besner, M. -C. [1 ]
Lavoie, J. [2 ]
Jung, B. S. [3 ]
Karney, B. W. [4 ]
Prevost, M. [1 ]
机构
[1] Ecole Polytech, NSERC Ind Chair Drinking Water, Montreal, PQ H3C 3A7, Canada
[2] Usine Traitement Chomedey Ville Laval, Laval, PQ H7V 3Z4, Canada
[3] MWH Soft, Arcadia, CA 91007 USA
[4] Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Water distribution systems; Hydraulic transients; Computer models; Pressure monitoring; PRESSURE TRANSIENTS; COLUMN SEPARATION; SURGE ANALYSIS; WATER; INTRUSION; DEMAND;
D O I
10.1061/(ASCE)WR.1943-5452.0000109
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The usefulness of transient models depends on their predictive ability. Consequently, their results should ideally be validated with field data. Despite numerous theoretical developments in the area of surge analysis, comparisons between field and modeled data for large distribution systems (DSs) are scarce. Transient low-pressure events at a water treatment plant (WTP) resulted in negative pressures at numerous locations in the DS. Three distinct surge events were measured in a full-scale DS and modeled with transient analysis software. The simulated pressure profiles were compared with field data collected from 9-12 sites within the DS. The objective was to apply a commercial transient analysis algorithm to a large and detailed network model (approximate to 15; 000 nodes/pipes) to estimate transient pressure variations within the network. Results showed similar trends for the three low-pressure events analyzed: the modeled pressures matched reasonably well with the measured pressures, as long as they remained positive. Whenever the pressures reached negative values, the simulated amplitude was larger than that of the recorded pressures. Modeling parameters and factors that might explain such results were tentatively investigated. The importance of field data in understanding and confirming the model outputs is highlighted. DOI: 10.1061/(ASCE)WR.1943-5452.0000109. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:173 / 182
页数:10
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