A two stage Optimization approach for calibrating water distribution systems

Water Distribution Systems Analysis 2010 - Proceedings of the 12th International Conference, WDSA 2010

Volumn , Issue , 2012, Pages 1682-1694

  Asadzadeh, Masoud ^a   Tolson, Bryan A ^a   McKillop, Robert ^a  

^a UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Bi Objective optimization; Closed Pipe Detection; Demand Estimation; Dynamically Dimensioned Search; Roughness Coefficient Estimation; Two Stage Calibration

Indexed keywords

BI-OBJECTIVE OPTIMIZATION; CLOSED PIPE DETECTION; DEMAND ESTIMATION; DYNAMICALLY DIMENSIONED SEARCH; ROUGHNESS COEFFICIENT ESTIMATION; TWO STAGE;

ALGORITHMS; CALIBRATION; DECISION MAKING; ESTIMATION; FIRES; HARMONIC ANALYSIS; LOCAL AREA NETWORKS; OPTIMIZATION; PIPE; PUMPS; SCADA SYSTEMS; SYSTEMS ANALYSIS; TANKS (CONTAINERS); TESTING; WATER DISTRIBUTION SYSTEMS; WATER PIPING SYSTEMS;

DATA FLOW ANALYSIS;

EID: 84856141165     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41203(425)148     Document Type: Conference Paper

References (6)

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2. Lamont, P. A. (1981). "Common Pipe Flow Formulas Compared with the Theory of Roughness." Journal of the American Water Works Association, 73(5), 274.
3. Speight, V. L., and Khanal, N. (2009). "Model calibration and current usage in practice" Urban Water Journal, 6: 1, 23 - 28.
4. Tolson, B. A., and Shoemaker, C. A. (2007). "Dynamically dimensioned search algorithm for computationally efficient watershed model calibration" Water Resour. Res., 43(1), 01413.
5. Walski, T. M., Chase, D. V., Savic, D. A., Grayman, W., Beckwith, W., Koelle, E. (2003). Advanced water distribution modeling and management, Haestad Methods, Waterbury, CT.
6. Wu, Z. Y., and Walski, T. M. (2005). "Diagnosing Error Prone Application of Optimal Model Calibration," International Conference of Computing and Control in the Water Industry, Exeter, UK