Cost considerations and general principles in the optimal design of water distribution systems

8th Annual Water Distribution Systems Analysis Symposium 2006

Volumn , Issue , 2007, Pages 85-

  Sharma, Ashok K ^a   Swamee, Prabhata K ^b  

^a CSIRO   (Australia)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

Author keywords

Design period; Estimated cost; Forecast of cost; Population density; Water demand; Water distribution system

Indexed keywords

COSTS; POPULATION DYNAMICS; WATER SUPPLY;

ESTIMATED COSTS; POPULATION DENSITY;

WATER DISTRIBUTION SYSTEMS;

EID: 40549101081     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40941(247)85     Document Type: Conference Paper

References (7)

1. Fair, G.M., Gayer, J.C., and Okun, D.A., (1981) Elements of water supply and wastewater disposal, Second edition, John Wiley & sons New York, reprint (1981) Toppan Printing Co.(s) Pt. Ltd., Singapore.
2. nd Edition, Oxford University Press, New York
3. Samra, S. and Essery, C.(2003) NSW Reference rates manual for valuation of water supply, sewerage and stormwater assets, Ministry of Energy and Utilities, NSW, Australia.
4. Sharma, A.K. (1989) Water Distribution Network Optimisation, thesis presented to the University of Roorkee (Presently Indian Institute of Technology), Roorkee, India, in the fulfillment of the requirements for the degree of Doctor of Philosophy.
5. Sharma, A.K. and Swamee, P.K.(2004)"Design Life of Water Transmission mains for Exponentially Growing Water Demand " J. Water Supply: Research and Technology-AQUA, IWA.,53(4), 263-270.
6. Swamee, P.K. (1996) "Design of multistage pumping main" Journal of Transportation Engineering, 122(1), 1-4
7. Swamee, P. K., and Kumar, V.(2005). "Optimal water supply zone size." J. Water Supply: Research and Technology-AQUA, 54(3), 179-187.