Modelling of water demand in distribution networks

Article

Marriott, M. 2007. Modelling of water demand in distribution networks. Urban Water Journal. 4 (4), pp. 283-286.
AuthorsMarriott, M.
Abstract

The allocation of water demand to nodes is compared with uniformly distributed demand along a pipeline, and it is shown that the nodal approach produces an upper bound or unsafe solution for pressures in the distribution network. Although the differences are likely to be minor for computer modules with many nodes, the simplest examples show differences of up to 25% in head loss between the two approaches. Terminology and concepts from structural engineering are useful in this comparison. The results are particularly significant to simplified models using independently derived values of pipe friction factor.

Keywordswater distribution; Darcy-Weisbach head loss; pipe network analysis
JournalUrban Water Journal
Journal citation4 (4), pp. 283-286
Year2007
Accepted author manuscript
License
CC BY-ND
Publication dates
PrintDec 2007
Publication process dates
Deposited02 Oct 2009
Additional information

Citation:
Marriott, M.J.,(2007) ‘Modelling of water demand in distribution networks’, Urban Water Journal, 4 (4) 283-286.

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Accepted author manuscript
Marriott, M.J.(2007) Urban Water Journal, 4 (4) 283-286.pdf
License: CC BY-ND

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