Reliability assessment of water distribution systems with statistical entropy and other surrogate measures

Water Science and Technology: Water Supply

Volumn 11, Issue 4, 2011, Pages 437-443

  Tanyimboh, Tiku T ^a   Tietavainen, Marika T ^b   Saleh, Saleh ^a  

^a UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^b MOTT MACDONALD   (United Kingdom)

Author keywords

Failure tolerance; Pressure deficient water distribution networks; Pressure dependent modelling; Redundancy; Reliability; Resilience index; Statistical entropy

Indexed keywords

ENTROPY; GENETIC ALGORITHMS; REDUNDANCY; RELIABILITY; SOFTWARE PROTOTYPING; WATER SUPPLY SYSTEMS;

FAILURE TOLERANCE; PRESSURE DEPENDENT; PRESSURE-DEFICIENT WATER DISTRIBUTION NETWORKS; RESILIENCE INDEX; STATISTICAL ENTROPY;

WATER DISTRIBUTION SYSTEMS;

ACCURACY ASSESSMENT; CORRELATION; DISTRIBUTION SYSTEM; ENTROPY; GENETIC ALGORITHM; NETWORK DESIGN; OPTIMIZATION; SOFTWARE; SURROGATE METHOD;

ACCURACY; ARTICLE; COMPUTER PROGRAM; COMPUTER SIMULATION; CORRELATION ANALYSIS; MODIFIED RESILIENCE INDEX; NETWORK RESILIENCE; PRESSURE; PROBABILITY; RESILIENCE INDEX; STATISTICAL ANALYSIS; STATISTICAL ENTROPY; STATISTICAL PARAMETERS; WATER DISTRIBUTION SYSTEM; WATER SUPPLY;

EID: 80054755739     PISSN: 16069749     EISSN: None     Source Type: Journal    
DOI: 10.2166/ws.2011.066     Document Type: Article

References (20)

1. Cullinane, M. J., Lansey, K. E. & Mays, L. W. 1992 Optimizationavailability- based design of water distribution networks. Journal of Hydraulic Engineering 118 (3), 420-441. (Pubitemid 23374319)
2. Fujiwara, O. & Tung, H. 1991 Reliability improvement for water distribution networks through increasing pipe size. Water Resources Research 27 (7), 1395-1402.
3. Jayaram, N. & Srinivasan, K. 2008 Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing. Water Resources Research 44, W01417.
4. Khomsi, D., Walters, G. A., Thorleym, A. R. D. & Ouazar, D. 1996 Reliability tester for water distribution networks. Journal of Computing in Civil Engineering 10 (1), 10-19.
5. Prasad, T. D. & Park, N.-S. 2004 Multiobjective genetic algorithms for design of water distribution networks. Journal of Water Resources Planning and Management 130 (1), 73-82. (Pubitemid 38122780)
6. Reca, J., Martinez, J., Banos, R & Gil, C. 2008 Optimal design of gravity-fed looped water distribution networks considering the resilience index. Journal of Water Resources Planning and Management 134 (3), 234-238. (Pubitemid 351566775)
7. Shannon, C. E. 1948 A mathematical theory of communication. Bell System Technical Journal 27, 379-423 and 623-656.
8. Su, Y., Mays, L. W., Duan, N. & Lansey, K. E. 1987 Reliability based optimization model for water distribution systems. Journal of Hydraulic Engineering 114 (12), 1539-1556.
9. Tanyimboh, T., Tabesh, M. & Burrows, R. 2001 Appraisal of source head methods for calculating reliability of water distribution networks. Journal of Water Resources Planning and Management 127 (4), 206-213. (Pubitemid 32620993)
10. Tanyimboh, T. T, Tahar, B. & Templeman, A. B. 2003 Pressuredriven modelling of water distribution systems. Water Science and Technology - Water Supply 3 (1-2), 255-262.
11. Tanyimboh, T. & Setiadi, Y. 2008a Joint layout, pipe size and hydraulic reliability optimization of water distribution systems. Engineering Optimization 40 (8), 729-747.
12. Tanyimboh, T & Setiadi, Y 2008b Sensitivity analysis of entropyconstrained designs of water distribution systems. Engineering Optimization 40 (5), 439-457. (Pubitemid 351598809)
13. Tanyimboh, T. & Sheahan, C. 2002 A maximum entropy based approach to the layout optimization of water distribution systems. Civil Engineering and Environmental System 19 (3), 223-253. (Pubitemid 41716208)
14. Tanyimboh, T. T & Templeman, A. B. 1993a Calculating maximum entropy flows in networks. Journal of Operational Research Society 44 (4), 383-396. (Pubitemid 23635099)
15. Tanyimboh, T. T & Templeman, A. B. 1993b Maximum entropy flows for single-source networks. Engineering Optimization 22 (1), 49-63.
16. Tanyimboh, T. T & Templeman, A. B. 1993c Optimum design of flexible water distribution networks. Civil Engineering Systems 10 (3), 243-258.
17. Tanyimboh, T. T & Templeman, A. B. 1998 Calculating the reliability of single-source networks by the source head method. Advances in Engineering Software 29 (7-9), 499-505. (Pubitemid 128369528)
18. Tanyimboh, T. T & Templeman, A. B. 2000 A quantified assessment of the relationship between the reliability and entropy of water distribution systems. Engineering Optimization 33 (2), 179-199. (Pubitemid 32252891)
19. Todini, E. 2000 Looped water distribution networks design using a resilience index based heuristic approach. Urban Water 2 (2), 115-122.
20. Walski, T M. 2001 The wrong paradigm - why water distribution optimization doesn't work. Journal of Water Resources Planning and Management 127 (4), 203-205.