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Discussion of “Dealing with Zero Flows in Solving the Nonlinear Equations for Water Distribution Systems” by Sylvan Elhay and Angus R. Simpson
Publisher: American Society of Civil Engineers
Method to Cope with Zero Flows in Newton Solvers for Water Distribution Systems
Publisher: American Society of Civil Engineers
Abstract: This paper presents and discusses a simple method to deal with zero flows in Newton solvers for water distribution systems, in particular in a previously published global gradient algorithm. The method consists in replacing ...
Experimental Analysis of Hydraulic Solver Convergence with Genetic Algorithms
Publisher: American Society of Civil Engineers
Abstract: A procedure for the experimental convergence evaluation of a hydraulic-network solver is proposed, based on using genetic algorithms to search for network parameter values that maximize the number of iterations of the ...
Pseudotransient Continuation-Based Steady State Solver: Extension to Zero Flow Rates
Publisher: American Society of Civil Engineers
Abstract: This paper presents and discusses an extension of the pseudotransient continuation-based steady state solver for hydraulic networks proposed previously to the case of zero flow rates. The original solver, which reduces the ...
Simulating Control Valves in Water Distribution Systems as Pipes of Variable Resistance
Publisher: American Society of Civil Engineers
Abstract: This paper presents a simple valve simulation method integrable into the global gradient algorithm (GGA), which is widely used in hydraulic analysis of water distribution systems. In the proposed method, valves are treated ...
Pseudotransient Continuation Method in Extended Period Simulation of Water Distribution Systems
Publisher: American Society of Civil Engineers
Abstract: This paper presents and discusses a new static solver that implements the pseudotransient continuation method for the quasi-steady state analysis, or extended-period simulation of water distribution systems. The implementation ...
Dynamic Pressure-Dependent Simulation of Water Distribution Networks Considering Volume-Driven Demands Based on Noniterative Application of EPANET 2
Publisher: ASCE
Abstract: EPANET 2 software has been widely used among researchers and practitioners from its inception for hydraulic analysis. This technical note presents a method to simulate pressure-dependent volume-based demands in a single ...