The new procedure, in which the minimum annual cost (or investment) is used as the objective function, is presented to optimize looped water distribution network, combining the quadric orthogonal circumrotation regression design, the quadratic programming and the linear programming together. First,
Analysis of looped water distribution networks
β Scribed by A.V. Chiplunkar; S.L. Mehndiratta; P. Khanna
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 317 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0266-9838
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β¦ Synopsis
Analysis of looped distribution networks is a prerequisite in design or reorga~fization of water supply systems. It involves all iterative methodology which frequently faces divergenceproblem. This paper presents an analysis algorithm that ensures convergence of the solution. Authors'experience in the application of the algorithnl in the analyses of large water distribution networks is "also discussed.
(a)
The algebraic sum of head loss in pipes around any loop must be zero (loop law/energy equation) Water distribution, looped systems, convergence, backtracking, cotree pipes analysis,
π SIMILAR VOLUMES
Time optimal algorithms for multiple node broadcast and single node scatter in distributed loop networks have been proposed in this paper. These algorithms involve the minimum number of packet transmissions to effect both multiple node broadcast and single node scatter. O 1995 Academic Press, Inc.