Multi-objective optimization response modeling to contaminated water distribution networks: Pressure driven versus demand driven analysis-Reference-Cited by-同舟云学术

Multi-objective optimization response modeling to contaminated water distribution networks: Pressure driven versus demand driven analysis

Published:2017-01-13 Issue:6 Volume:21 Page:2085-2096
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Bashi-Azghadi Seyyed Nasser,Afshar Mohammad Hadi,Afshar Abbas

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s12205-017-0447-7/fulltext.html

Reference30 articles.

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2. Afshar, A. and Najafi, E. (2014). “Consequence management of chemical intrusion in water distribution networks under inexact scenarios.” Journal of Hydroinformatics, Vol. 16, No. 1, pp. 178–188, DOI: 10.2166/hydro.2013.125.

3. Babu, K. S. J. and Mohan, S. (2012). “Extended period simulation for pressure-deficient water distribution network.” Journal of Computing in Civil Engineering, ASCE, Vol. 26, No. 4, pp. 498–505, DOI: 10.1061/(ASCE)CP.1943-5487.0000160.

4. Baranowski, T. M. and LeBoeuf, E. J. (2008). “Consequence management utilizing optimization.” Journal of Water Resources Planning and Management, ASCE, Vol. 134, No. 4, pp. 386–394, DOI: 10.1061/(ASCE)0733-9496(2008)134:4(386).

5. Bhave, P. R. (1981). “Node flow analysis of water distribution systems.” Journal of Transportation Engineering, ASCE, Vol. 107, No. 4, pp. 457–467.

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