Optimization of the Open Degree of Key Valves Based on Relative Entropy and Pipeline Leakage-Reference-Cited by-同舟云学术

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Optimization of the Open Degree of Key Valves Based on Relative Entropy and Pipeline Leakage

Published:2017-07-15 Issue:5 Volume:23 Page:471-478
ISSN:1006-4982
Container-title:Transactions of Tianjin University
language:en
Short-container-title:Trans. Tianjin Univ.

Author:

Li Feiyu,Shi Zhenfeng,Wu Chenguang,Yuan Yixing,Zhu Yan

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/article/10.1007/s12209-017-0070-1/fulltext.html

Reference22 articles.

1. Awumah K, Goulter I, Bhatt SK (1990) Assessment of reliability in water distribution networks using entropy based measures. Stoch Hydrol Hydraul 4(4):309–320

2. Awumah K, Goulter I (1992) Maximizing entropy defined reliability of water distribution networks. Eng Optim 20(1):57–80

3. Martínez JB (2008) Discussion of “optimization of water distribution networks using integer linear programming” by Hossein M. V. Samani and Alireza Mottaghi. J Hydroinf 134(7):1023–1024

4. Tanyimboh TT, Templeman AB (1993) Calculating maximum entropy flows in networks. J Oper Res Soc 44(4):383–396

5. Tanyimboh TT, Templeman AB (1993) Maximum entropy flows for single-source networks. Eng Optim 22(1):49–63

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