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 where the modeler informally examines alternative model parameters. The development of a calibration framework typically involves: (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, and in particular those that have significant uncertainty associated with their values. From the above 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 (WDSA 2010) conference in Tucson, Arizona, September 2010. This manuscript summarizes the BWCN exercise and suggests future research directions for water distribution systems calibration.

The Battle of the Water Calibration Networks (BWCN) / Avi, Ostfeld; Elad, Salomons; Lindell, Ormsbee; James G., Uber; Christopher M., Bros; Paul, Kalungi; Richard, Burd; Boguslawa Zazula, Coetzee; Teddy, Belrain; Doosun, Kang; Kevin, Lansey; Hailiang, Shen; Edward, Mcbean; Zheng Yi, Wu; Tom, Walski; Stefano, Alvisi; Marco, Franchini; Joshua P., Johnson; Santosh R., Ghimire; Brian D., Barkdoll; Tiit, Koppel; Anatoli, Vassiljev; Joong Hoon, Kim; Gunhui, Chung; Do Guen, Yoo; Kegong, Diao; Yuwen, Zhou; Ji, Li; Zilong, Liu; Kui, Chang; Jinliang, Gao; Shaojian, Qu; Yixing, Yuan; T., Devi Prasad; Laucelli, Daniele Biagio; Lydia S., Vamvakeridou Lyroudia; Zoran, Kapelan; Dragan, Savic; Luigi, Berardi; Giuseppe, Barbaro; Giustolisi, Orazio; Masoud, Asadzadeh; Bryan A., Tolson; Robert, Mckillop. - In: JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT. - ISSN 0733-9496. - 138:5(2012), pp. 523-532. [10.1061/(ASCE)WR.1943-5452.0000191]

The Battle of the Water Calibration Networks (BWCN)

LAUCELLI, Daniele Biagio;GIUSTOLISI, Orazio;
2012-01-01

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 where the modeler informally examines alternative model parameters. The development of a calibration framework typically involves: (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, and in particular those that have significant uncertainty associated with their values. From the above 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 (WDSA 2010) conference in Tucson, Arizona, September 2010. This manuscript summarizes the BWCN exercise and suggests future research directions for water distribution systems calibration.
2012
The Battle of the Water Calibration Networks (BWCN) / Avi, Ostfeld; Elad, Salomons; Lindell, Ormsbee; James G., Uber; Christopher M., Bros; Paul, Kalungi; Richard, Burd; Boguslawa Zazula, Coetzee; Teddy, Belrain; Doosun, Kang; Kevin, Lansey; Hailiang, Shen; Edward, Mcbean; Zheng Yi, Wu; Tom, Walski; Stefano, Alvisi; Marco, Franchini; Joshua P., Johnson; Santosh R., Ghimire; Brian D., Barkdoll; Tiit, Koppel; Anatoli, Vassiljev; Joong Hoon, Kim; Gunhui, Chung; Do Guen, Yoo; Kegong, Diao; Yuwen, Zhou; Ji, Li; Zilong, Liu; Kui, Chang; Jinliang, Gao; Shaojian, Qu; Yixing, Yuan; T., Devi Prasad; Laucelli, Daniele Biagio; Lydia S., Vamvakeridou Lyroudia; Zoran, Kapelan; Dragan, Savic; Luigi, Berardi; Giuseppe, Barbaro; Giustolisi, Orazio; Masoud, Asadzadeh; Bryan A., Tolson; Robert, Mckillop. - In: JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT. - ISSN 0733-9496. - 138:5(2012), pp. 523-532. [10.1061/(ASCE)WR.1943-5452.0000191]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11589/1935
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