Iterative Methodology of Pressure-Dependent Demand Based on EPANET for Pressure-Deficient Water Distribution Analysis-Reference-Cited by-同舟云学术

Iterative Methodology of Pressure-Dependent Demand Based on EPANET for Pressure-Deficient Water Distribution Analysis

Published:2013-01 Issue:1 Volume:139 Page:34-44
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Jun Liu¹,Guoping Yu²

Affiliation:

1. Ph.D. Candidate, College of Environmental Science and Engineering, Tongji Univ., Number 1239, Siping Rd., Shanghai 200092, China (corresponding author).

2. Professor, College of Environmental Science and Engineering, Tongji Univ., Number 1239, Siping Rd., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WR.1943-5452.0000227

Reference33 articles.

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3. Node flow analysis of water distribution system;Bhave P. R.;Transp. Eng. J.,1981

4. Cheung P. B. Van Zyl J. E. and Reis L. F. R. (2005). “Extension of EPANET for pressure driven demand modeling in water distribution system.” Proc. Computing and Control in Water Industry (CCWI2005) Exeter UK.

5. Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall

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