Discussion of “Effective Approach for Solving Battle of Water Calibration Network Problem” by Zheng Yi Wu and Thomas M. Walski
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Volume 140, Issue 1
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References
Alvisi, S., and Franchini, M. (2011). “Calibration and sensitivity analysis of the C-Town pipe network model.” Water Distribution System Analysis 2010, ASCE, Reston, VA, 1573–1584.
Asadzadeh, M., Tolson, B., and Mckillop, R. (2011). “A two-stage optimization approach for calibrating water distribution systems.” Water Distribution System Analysis 2010, ASCE, Reston, VA, 1682–1694.
Haan, C. T. (1977). Statistical methods in hydrology, Iowa State University Press, Ames, IA.
Kang, D., and Lansey, K. (2011). “Demand and roughness estimation in water distribution systems.” J. Water Resour. Plann. Manage., 20–30.
Koppel, T., and Vassiljev, A. (2011). “Calibration of water distribution network for BWCN.” Water Distribution System Analysis 2010, ASCE, 1599–1609.
Ostfeld, A., et al. (2012). “Battle of the water calibration networks.” J. Water Resour. Plann. Manage., 523–532.
Wu, Z. Y., and Walski, T. (2010). “Progressive optimization approach for calibrating EPS hydraulic models.” Water Distribution System Analysis 2010, ASCE, Reston, VA.
Information & Authors
Information
Published In
Journal of Water Resources Planning and Management
Volume 140 • Issue 1 • January 2014
Pages: 128 - 131
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jan 17, 2013
Accepted: Apr 17, 2013
Published online: Dec 16, 2013
Published in print: Jan 1, 2014
Discussion open until: May 16, 2014
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