Seamless pressure-deficient water distribution system model

Proceedings of the Institution of Civil Engineers: Water Management

Volumn 163, Issue 8, 2010, Pages 389-396

  Tanyimboh, T T ^a   Templeman, A B ^b  

^a UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^b UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

Pipes and pipelines; Water Supply

Indexed keywords

COMPUTATIONAL PROPERTIES; CONVERGENCE DIFFICULTY; CRITICAL CONDITION; DEMAND FUNCTION; DEMAND-DRIVEN ANALYSIS; GOVERNING EQUATIONS; NETWORK MODELLING; NEWTON-RAPHSON ALGORITHM; OPERATING CONDITION; PERFORMANCE STANDARDS; WATER COMPANIES; WATER DISTRIBUTION NETWORKS; WATER DISTRIBUTION SYSTEM MODELS;

CONSTITUTIVE EQUATIONS; DECISION MAKING; DISTRIBUTED PARAMETER NETWORKS; FUNCTIONS; LOCAL AREA NETWORKS; NEWTON-RAPHSON METHOD; NORMAL DISTRIBUTION; PIPE; WATER SUPPLY;

WATER DISTRIBUTION SYSTEMS;

ALGORITHM; PIPE; PIPELINE; WATER SUPPLY;

EID: 77955590230     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.900013     Document Type: Article

References (23)

1. Ackley JRL, Tanyimboh TT, Tahar B and Templeman AB (2001) Head-driven analysis of water distribution systems. In Water Software Systems: Theory and Applications (Ulanicki B, Coulbeck B and Rance J (eds)). Research Studies Press, Taunton, UK, Vol. 1, pp. 183-192.
2. Ang WK and Jowitt PW (2006) Solution for water distribution systems under pressure-deficient conditions. Journal of Water Resources Planning and Management 132(3): 175- 182.
3. Bhave PR (1991) Analysis of Flow in Water Distribution Networks. Technomic Publishing, Lancaster, UK.
4. Chandapillai J (1991) Realistic simulation of water distribution system. Journal of Transportation Engineering 117(2): 258- 263.
5. Cullinane MJ, Lansey KE and Mays LW (1992) Optimisation- availability-based design of water-distribution networks. Journal of Hydraulic Engineering 118(3): 420-441.
6. Fujiwara O and Ganesharajah T (1993) Reliability assessment of water supply systems with storage and distribution networks. Water Resources Research 29(8): 2917-2924.
7. Germanopoulos G (1985) A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models. Civil Engineering Systems 2(3): 171-179.
8. Giustolisi O, Kapelan Z and Savic D (2008) Extended period simulation analysis considering valve shutdowns. Journal of Water Resources Planning and Management 134(6): 527-537.
9. Gupta R and Bhave PR (1996) Comparison of methods for predicting deficient network performance. Journal of Water Resources Planning and Management 122(3): 214-217.
10. Gupta R, Sawarkar VR and Bhave PR (2003) Application of Newton-Raphson method in optimal design of water distribution networks. Journal of Indian Water Works Association 35(1): 31-37.
11. Jeppson RW and Davis A (1976) Pressure reducing valves in pipe network analyses. Journal of Hydraulics Division 102(HY7): 987-1001.
12. Kalungi P and Tanyimboh TT (2003) Redundancy model for water distribution systems. Reliability Engineering and System Safety 82(3): 275-286.
13. Press WH, Teukolsky SA, Vetterling WT and Flannery BP (1992) Numerical Recipes in FORTRAN: The Art of Scientific Computing. Cambridge University Press, New York, USA.
14. Reddy LS and Elango K (1989) Analysis of water distribution networks with head dependent outlets. Civil Engineering Systems 6(3): 102-110.
15. Rossman LA (2007) Discussion of 'Solution for water distribution systems under pressure-deficient conditions'. Journal of Water Resources Planning and Management 133(6): 566-567.
16. Siew C and Tanyimboh TT (2009) Augmented gradient method for head dependent modelling of water distribution networks. Proceedings of the World Environmental and Water Resources Congress, Kansas City. ASCE, Reston, USA.
17. Tabesh M, Tanyimboh TT and Burrows R (2002) Head-driven simulation of water supply networks. International Journal of Engineering 15(1): 11-22.
18. Tanyimboh TT, Burd R, Burrows R and Tabesh M (1999) Modelling and reliability analysis of water distribution systems. Water Science and Technology, IAWQ 39(4): 249- 255.
19. Tanyimboh TT, Tahar B and Templeman AB (2003) Pressure- driven modelling of water distribution systems. Water Science and Technology - Water Supply 3(1-2): 255-262.
20. Todini E and Pilati S (1988) A gradient algorithm for the analysis of pipe networks. Computer Applications in Water Supply, Volume 1 (Coulbeck B and Orr C-H (eds)). Research Studies Press, Taunton, UK.
21. Udo A and Ozawa T (2001) Steady-state flow analysis of pipe networks considering reduction of flow in the case of low water pressures. Water Software Systems: Theory and Applications (Ulanicki B, Coulbeck B and Rance J (eds)). Research Studies Press, Taunton, UK, Vol. 1, pp. 73-182.
22. Wagner JM, Shamir U and Marks DH (1988) Water distribution reliability: simulation methods. Journal of Water Resources Planning and Management 114(3): 276-294.
23. Weisberg S (1985) Applied Linear Regression. Wiley, New York, USA.