Quo vadis water distribution model calibration?

被引:162
作者
Savic, Dragan A. [1 ]
Kapelan, Zoran S. [1 ]
Jonkergouw, Philip M. R. [1 ]
机构
[1] Univ Exeter, Sch Engn Comp & Math, Ctr Water Syst, Exeter EX4 4QF, Devon, England
基金
英国工程与自然科学研究理事会;
关键词
distribution; hydraulics; modelling; network analysis; quality; INVERSE TRANSIENT ANALYSIS; QUALITY PARAMETER-ESTIMATION; DISTRIBUTION-SYSTEM; SAMPLING DESIGN; CHLORINE DEMAND; LEAK DETECTION; NETWORK; DECAY; ALGORITHM; KINETICS;
D O I
10.1080/15730620802613380
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Hydraulic water distribution system (WDS) simulation models are widely used by planners, water utility personnel, consultants and many others involved in analysis, design, operation or maintenance of water distribution systems. Similarly, water quality models that work in concert with hydraulic models are now commonly used to simulate the dispersion of and changes in water quality in a water distribution network. As with all mathematical models, WDS model parameters (hydraulic and water quality) require calibration before useful results may be obtained. Nowadays, automated calibration procedures are widely available for hydraulic models, but less so for water quality models. Even when they are available as commercial software, the use of these advanced calibration tools in engineering practice has been limited. This paper provides a review of model calibration approaches and considers future challenges and directions.
引用
收藏
页码:3 / 22
页数:20
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