The Computational Efficiency of EPANET-PDX
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/41173%28414%2911
Reference9 articles.
1. Design of optimal water distribution systems
2. Pressure Reducing Valves in Pipe Network Analysis
3. Analysis of water distribution networks with head-dependent outlets
4. Rossman L.A. (2002) EPANET 2 User's Manual Water Supply and Water Resources Division National Risk Management Research Laboratory Cincinnati OH45268.
5. Siew C. and Tanyimboh T.T. (2010a) "Pressure-dependent EPANET extension: pressure-dependent demands." Proceedings of the 12 th Annual Water Distribution Systems Analysis Conference WDSA 2010 September 12-15 Tucson Arizona.
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1. Intrinsic relationship between energy consumption, pressure, and leakage in water distribution systems;Urban Water Journal;2016-09-03
2. Quest for a New Solver for EPANET 2;Journal of Water Resources Planning and Management;2016-03
3. Penalty-Free Feasibility Boundary Convergent Multi-Objective Evolutionary Algorithm for the Optimization of Water Distribution Systems;Water Resources Management;2012-10-09
4. Pressure-Dependent EPANET Extension;Water Resources Management;2012-01-14
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