DISCUSSIONS AND CLOSURES
Jul 1, 1996
Discussion of “Design Heuristic for Globally Minimum Cost Water-Distribution Systems” by G. V. Loganathan, J. J. Greene, and T. J. Ahn
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References
1.
Camp, T. R. (1938). “Economic pipe sizes for water distribution systems.”Trans., ASCE, Paper 2019, 190–213.
2.
deNeufville, R., Schaake, J., and Stafford, J. H.(1971). “Systems analysis of water distribution networks.”J. Sanit. Engrg. Div., ASCE, 97(6), 825–842.
3.
Goulter, I. C.(1992). “Systems analysis in water distribution planning: from theory to practice,”J. Water Resour. Plng. and Mgmt., ASCE, 118(3), 238.
4.
Lischer, V. C.(1979). “Discussion of `Optimal design of water distribution networks,' by Antonio Cenedese and Paolo Mele.”J. Hydr. Div., ASCE, 105(1), 113–114.
5.
Walski, T. M. (1985). “State-of-the-art: pipe network optimization.”Computer applications in water resources, Buffalo, N.Y.
6.
Walski, T. M.(1995). “Optimization and pipe sizing decisions.”J. Water Resour. Plng. and Mgmt., ASCE, 121(4), 340.
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Copyright © 1996 American Society of Civil Engineers.
History
Published online: Jul 1, 1996
Published in print: Jul 1996
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Thomas M. Walski, Member, ASCE
Assoc. Prof. of Envir. Engrg., Wilkes Univ., Wilkes-Barre, PA 18766.
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