Efficient Hydraulic State Estimation Technique Using Reduced Models of Urban Water Networks

Journal of Water Resources Planning and Management

Volumn 137, Issue 4, 2011, Pages 343-351

  Preis, Ami ^a   Whittle, Andrew J ^b   Ostfeld, Avi ^c   Perelman, Lina ^c  

^a SINGAPORE MIT ALLIANCE FOR RESEARCH AND TECHNOLOGY   (Singapore)

^b Massachusetts Institute of Technology Cambridge   (United States)

^c TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

Hydraulic models; Monitoring; Urban areas; Water distribution systems

Indexed keywords

CALIBRATION PROBLEMS; COMPLETE NETWORKS; DATA-DRIVEN ALGORITHM; DECISION VARIABLES; EFFICIENT METHOD; ESTIMATION TECHNIQUES; EVOLUTIONARY OPTIMIZATIONS; HIGH FIDELITY; HUBER FUNCTION; HYDRAULIC PERFORMANCE; LEAST-SQUARES FIT; OBJECTIVE FUNCTIONS; ONLINE MODELS; ONLINE MONITORING; PREDICTOR CORRECTOR; REDUCED MODEL; URBAN AREAS; URBAN NETWORKS; URBAN WATERS; WATER DEMAND; WATER DISTRIBUTIONS;

COMPUTATIONAL EFFICIENCY; ESTIMATION; GENETIC ALGORITHMS; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; LEAST SQUARES APPROXIMATIONS; LOCAL AREA NETWORKS; STATE ESTIMATION; TREES (MATHEMATICS); WATER DISTRIBUTION SYSTEMS;

MATHEMATICAL MODELS;

ALGORITHM; DEMAND-SIDE MANAGEMENT; EFFICIENCY MEASUREMENT; ESTIMATION METHOD; FUTURE PROSPECT; GENETIC ALGORITHM; LEAST SQUARES METHOD; OPTIMIZATION; PREDICTION; URBAN AREA; WATER DEMAND; WATER MANAGEMENT; WATER PLANNING;

EID: 79960143966     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WR.1943-5452.0000113     Document Type: Article

References (36)

1. Alvisi S. Franchini M. Marinelli A. short-term, pattern-based model for water-demand forecasting. J. Hydroinf. 2007, 9(1):39-50. 1464-7141, 10.2166/hydro.2006.016, and .
2. Andersen J.H. Powell R.S. Implicit state-estimation technique for water network monitoring. Urban Water 2000, 2(2):123-130. URWAFE, 1462-0758, 10.1016/S1462-0758(00)00050-9, and .
3. Anderson E.J. Al-Jamal K.H. Hydraulic-network simplification. J. Water Resour. Plann. Manage. 1995, 121(3):235-240. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1995)121:3(235), and .
4. Clark C. Wu Z.Y. Integrated hydraulic model and genetic algorithm optimization for informed analysis of real water system. Proc. 8th Annual Water Distribution Systems Analysis Symp. 2006, and (CD-ROM), ASCE, Reston, VA.
5. Datta R.S. N. Sridharan K. Parameter estimation in water-distribution systems by least squares. J. Water Resour. Plann. Manage. 1994, 120(4):405-422. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1994)120:4(405), and .
6. Davidson J.W. Bouchart F.J.-C. Adjusting nodal demands in SCADA constrained real-time water distribution network models. J. Hydraul. Eng. 2006, 132(1):102-110. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2006)132:1(102), and .
7. EPANET [Computer software]. U.S. EPA, Washington, DC
8. Ghiassi M. Zimbra D.K. Saidane H. Urban water demand forecasting with dynamic artificial neural network model. J. Water Resour. Plann. Manage. 2008, 134(2):138-146. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:2(138), and .
9. Greco M. Del Guidice G. New approach to water distribution network calibration. J. Hydraul. Eng. 1999, 125(8):849-854. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1999)125:8(849), and .
10. Hamberg D. Shamir U. Schematic models for distribution systems design. I: Combination concept. J. Water Resour. Plann. Manage. 1988, 114(2):129-140. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1988)114:2(129), and .
11. Hammerlin G. Hoffman K.H. Numerical mathematics. Graduate texts in mathematics 1991, and Springer, NewYork.
12. Holland J.H. Adaptation in natural and artificial systems 1975, University of Michigan Press, Ann Arbor, MI.
13. Huber P.J. Robust regression: Asymptotics, conjectures, and Monte Carlo. Ann. Stat. 1973, 1(5):799-821. ASTSC7, 0090-5364, 10.1214/aos/1176342503, .
14. Jonkergouw P.M. R. Khu S.-T. Kapelan Z.S. Savic D.A. Water quality model calibration under unknown demands. J. Water Resour. Plann. Manage. 2008, 134(4):326-336. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:4(326), and .
15. Kapelan Z.S. Savic D.A. Walters G.A. Hybrid GA for calibration of water distribution system hydraulic models. Proc., 1st Annual Environmental & Water Resources Systems Analysis (EWRSA) Symp. 2002, and (CD-ROM), Environmental and Water Resources Institute (ASCE), Reston, VA.
16. Kapelan Z.S. Savic D.A. Walters G.A. Calibration of water distribution hydraulic models using Bayesian-type procedure. J. Hydraul. Eng. 2007, 133(8):927-936. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(2007)133:8(927), and .
17. Kenward T.C. Howard C.D. Forecasting for urban water demand management. Proc., 26th Annual Water Resources Planning and Management Conf. 1999, and ASCE, Reston, VA.
18. Lansey K.E. Basnet C. Parameter estimation for water distribution networks. J. Water Resour. Plann. Manage. 1991, 117(1):126-144. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1991)117:1(126), and .
19. Lingireddy S. Ormsbee L. Neural networks in optimal calibration of water distribution systems. Artificial neural networks for civil engineers: Advanced features and applications 1998, and ASCE, Reston, VA.
20. Maidment D.R. Miaou S.P. Daily water use in nine cities. Water Resour. Res. 1986, 22(6):845-851. WRERAQ, 0043-1397, 10.1029/WR022i006p00845, and .
21. Ormsbee L.E. Implicit network calibration. J. Water Resour. Plann. Manage. 1989, 115(2):243-257. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1989)115:2(243), .
22. Ostfeld A. The battle of the water sensor networks (BWSN): design challenge for engineers and algorithms. J. Water Resour. Plann. Manage. 2008, 134(6):556-568. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:6(556), .
23. Perelman L. Ostfeld A. Water distribution system aggregation for water quality analysis. J. Water Resour. Plann. Manage. 2008, 134(3):303-309. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:3(303), and .
24. Preis A. Whittle A.J. Ostfeld A. On-line hydraulic state prediction for water distribution systems. Proc. 11th Water Distribution Systems Analysis Symp. (WDSA09) 2009, and (a). World Environmental & Water Resources Congress, Kansas City, MO.
25. Preis A. Whittle A.J. Ostfeld A. Perelman L. On-line hydraulic state estimation in urban water networks using reduced models. Integrating Water Systems: Proc. Tenth Int. Conf. on Computing and Control in the Water Industry (CCWI 2009) 2009, J. Boxall, C. Maksimovic, and (b). and eds., CRC Press, Boca Raton, FL.
26. Quinlan J.R. Learning with continuous classes. Proc. 5th Australian Joint Conf. on Artificial Intelligence 1992, 343-348. World Scientific, Singapore.
27. Reddy P.V. N. Sridharan K. Rao P.V. WLS method for parameter estimation in water distribution networks. J. Water Resour. Plann. Manage. 1996, 122(3):157-164. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(1996)122:3(157), and .
28. Savic D.A. Walters G.A. Genetic algorithm techniques for calibrating network models. 1995, 41. and Rep. No. 95/12, Centre for Systems and Control Engineering, Univ. of Exeter, Exeter, UK.
29. Shamir U. Salomons E. Optimal real-time operation of urban water distribution systems using reduced models. J. Water Resour. Plann. Manage. 2008, 134(2):181-185. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2008)134:2(181), and .
30. Shang F. Uber J. van Bloemen Waanders B. Boccelli D. Janke R. Real time water demand estimation in water distribution system. Proc. 8th Annual Water Distribution Systems Analysis Symp. 2006, and (CD-ROM), ASCE, Reston, VA.
31. Ulanicki B. Zehnpfund A. Martinez F. Simplification of water distribution network models. Proc., 2nd Int. Conf. on Hydroinformatics 1996, 493-500. and Balkema, Rotterdam, Netherlands.
32. Water distribution system analysis: Field studies modeling and management. reference guide for utilities. 2005, U.S. EPA, Rep. No. EPA/600/R-06/028, Office of Research and Development National Risk Management Research Laboratory Water Supply and Water Resources Division, Cincinnati, OH.
33. Walski T.M. Chase D.V. Savic D.A. Grayman W. Beckwith S. Koelle E. Advanced water distribution modeling and management 2003, and Haestad Methods, Inc., Waterbury, CT.
34. Wu Z.Y. Simpson A.R. Competent genetic algorithm optimization of water distribution systems. J. Comput. Civ. Eng. 2001, 15(2):89-101. JCCEE5, 0887-3801, 10.1061/(ASCE)0887-3801(2001)15:2(89), and .
35. Wu Z.Y. Walski T.M. Mankowski R. Herrin G. Gurrieri R. Tryby M. Calibrating water distribution models via genetic algorithms. Proc. AWWA Information Management Technology Conf. 2002, and American Water Works Association (AWWA), Denver.
36. Zhou S.L. McMahon T.A. Lewis W.J. Forecasting daily urban water demand: case study of Melbourne. J. Hydrol. (Amsterdam) 2000, 236(3-4):153-164. JHYDA7, 0022-1694, 10.1016/S0022-1694(00)00287-0, and .