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Battle of the Water Calibration Networks

Authors
Ostfeld, AviSalomons, EladOrmsbee, LindellUber, James G.Bros, Christopher M.Kalungi, PaulBurd, RichardZazula-Coetzee, BoguslawaBelrain, TeddyKang, DoosunLansey, KevinShen, HailiangMcBean, EdwardWu, Zheng YiWalski, TomAlvisi, StefanoFranchini, MarcoJohnson, Joshua P.Ghimire, Santosh R.Barkdoll, Brian D.Koppel, TiitVassiljev, AnatoliKim, Joong HoonChung, GunhuiYoo, Do GuenDiao, KegongZhou, YuwenLi, JiLiu, ZilongChang, KuiGao, JinliangQu, ShaojianYuan, YixingPrasad, T. DeviLaucelli, DanieleLyroudia, Lydia S. VamvakeridouKapelan, ZoranSavic, DraganBerardi, LuigiBarbaro, GiuseppeGiustolisi, OrazioAsadzadeh, MasoudTolson, Bryan A.McKillop, Robert
Issue Date
Sep-2012
Publisher
ASCE-AMER SOC CIVIL ENGINEERS
Keywords
Water distribution systems; Calibration; Model; Optimization; Network
Citation
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, v.138, no.5, pp.523 - 532
Indexed
SCIE
SCOPUS
Journal Title
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT
Volume
138
Number
5
Start Page
523
End Page
532
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/107650
DOI
10.1061/(ASCE)WR.1943-5452.0000191
ISSN
0733-9496
Abstract
Calibration is a process of comparing model results with field data and making the appropriate adjustments so that both results agree. Calibration methods can involve formal optimization methods or manual methods in which the modeler informally examines alternative model parameters. The development of a calibration framework typically involves the following: (1) definition of the model variables, coefficients, and equations; (2) selection of an objective function to measure the quality of the calibration; (3) selection of the set of data to be used for the calibration process; and (4) selection of an optimization/manual scheme for altering the coefficient values in the direction of reducing the objective function. Hydraulic calibration usually involves the modification of system demands, fine-tuning the roughness values of pipes, altering pump operation characteristics, and adjusting other model attributes that affect simulation results, in particular those that have significant uncertainty associated with their values. From the previous steps, it is clear that model calibration is neither unique nor a straightforward technical task. The success of a calibration process depends on the modeler's experience and intuition, as well as on the mathematical model and procedures adopted for the calibration process. This paper provides a summary of the Battle of the Water Calibration Networks (BWCN), the goal of which was to objectively compare the solutions of different approaches to the calibration of water distribution systems through application to a real water distribution system. Fourteen teams from academia, water utilities, and private consultants participated. The BWCN outcomes were presented and assessed at the 12th Water Distribution Systems Analysis conference in Tucson, Arizona, in September 2010. This manuscript summarizes the BWCN exercise and suggests future research directions for the calibration of water distribution systems. DOI: 10.1061/(ASCE)WR.1943-5452.0000191. (C) 2012 American Society of Civil Engineers.
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