DISCUSSIONS AND CLOSURES
May 1, 1996
Discussion: Design of Branched-Water-Supply Network on Uneven Terrain
Authors: Samee Lal Johnson, Rajesh Gupta, and Pramod R. BhaveAuthor Affiliations
Publication: Journal of Environmental Engineering
Volume 122, Issue 5
0733-9372(1996)122:5(448)/asset/bd42ed79-2e14-4317-86bb-966575fbb87a/assets/(asce)0733-9372(1996)122:5(448).fp.png)
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References
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Alperovits, G., and Shamir, U.(1977). “Design of optimal water distribution systems.”Water Resour. Res., 13(6), 885–900.
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Bhave, P. R.(1978). “Noncomputer optimization of single-source networks.”J. Envir. Engrg. Div., ASCE, 104(4), 799–814.
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Bhave, P. R.(1979). “Selecting pipe sizes in network optimization by LP.”J. Hydr. Div., ASCE, 105(7), 1019–1025.
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Cembrowicz, R. G., and Harrington, J. J.(1973). “Capital cost minimization of hydraulic networks.”J. Hydr. Div., ASCE, 99(3), 431–440.
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Jacoby, S. L. S.(1968). “Design of optimal hydraulic networks.”J. Hydr. Div., ASCE, 94(3), 641–661.
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Pleban, S., and Amir, H.(1981). “An iterative computerized aid for the design of branching irrigating networks.”Trans., ASAE, 24(2), 358–361.
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Shamir, U.(1974). “Optimal design and operation of water distribution systems.”Water Resour. Res., 10(1), 27–36.
Information & Authors
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Published In
Journal of Environmental Engineering
Volume 122 • Issue 5 • May 1996
Pages: 448
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: May 1, 1996
Published in print: May 1996
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Authors
Affiliations
Samee Lal Johnson
Asst. Engr., Madras Metropolitan Water Supply and Sewerage Board, 18 Annamalai Nagar, Madras, 600 054, India.
Rajesh Gupta
Lect., Dept. of Civ. Engrg., Visvesvaraya Regional Coll. of Engrg., Nagpur, 440 011, India.
Pramod R. Bhave
Engrg. Consultant, 201 Utkarsha-Vishakha, 42 Bajaj Nagar, Nagpur, 440 010, India.
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