A Robust, Rapidly Convergent Method That Solves the Water Distribution Equations for Pressure-Dependent Models
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Jochen Deuerlein | Sylvan Elhay | Olivier Piller | Angus R. Simpson | S. Elhay | A. Simpson | J. Deuerlein | O. Piller
[1] Daniele B. Laucelli,et al. Water Distribution Network Pressure-Driven Analysis Using the Enhanced Global Gradient Algorithm (EGGA) , 2011 .
[2] Abel J. P. Gomes,et al. WaterNetGen: an EPANET extension for automatic water distribution network models generation and pipe sizing , 2012 .
[3] Sylvan Elhay,et al. Dealing with Zero Flows in Solving the Nonlinear Equations for Water Distribution Systems , 2011 .
[4] Thomas M. Walski,et al. Extended Global-Gradient Algorithm for Pressure-Dependent Water Distribution Analysis , 2009 .
[5] E Todini,et al. A more realistic approach to the “extended period simulation” of water distribution networks , 2003 .
[6] O. Piller,et al. Incorporating the FAVAD Leakage Equation into Water Distribution System Analysis , 2014 .
[7] Orazio Giustolisi,et al. Pressure-Driven Demand and Leakage Simulation for Water Distribution Networks , 2008 .
[8] Åke Björck,et al. Numerical Methods , 1995, Handbook of Marine Craft Hydrodynamics and Motion Control.
[9] I. Lippai,et al. Demand Constructs for Risk Analysis , 2014 .
[10] Olivier Piller,et al. Least Action Principles Appropriate to Pressure Driven Models of Pipe Networks , 2003 .
[11] Colin Cherry M.Sc. A.M.I.E.E.. CXVII. Some general theorems for non-linear systems possessing reactance , 1951 .
[12] A. Criminisi,et al. Leak Analysis in Pipeline Systems by Means of Optimal Valve Regulation , 1999 .
[13] Jacob Chandapillai,et al. Realistic Simulation of Water Distribution System , 1991 .
[14] Paul Jowitt,et al. Solution for Water Distribution Systems under Pressure-Deficient Conditions , 2006 .
[15] Allen A. Goldstein,et al. Constructive Real Analysis , 1967 .
[16] Tiku T. Tanyimboh,et al. A new nodal outflow function for head-dependent modelling of water distribution networks , 2007 .
[17] C.R.I. Clayton,et al. The effect of pressure on leakage in water distribution systems , 2007 .
[18] J. E. Van Zyl,et al. EXTENSION OF EPANET FOR PRESSURE DRIVEN DEMAND MODELING IN WATER DISTRIBUTION SYSTEM , 2005 .
[19] Orazio Giustolisi,et al. Demand Components in Water Distribution Network Analysis , 2012 .
[20] Jochen Deuerlein,et al. Reformulated Co-Tree Flows Method Competitive with the Global Gradient Algorithm for Solving Water Distribution System Equations , 2013 .
[21] Jeffery L. Kennington,et al. Solving the Pipe Network Analysis Problem Using Optimization Techniques , 1978 .
[22] F. D. Parker. Integrals of Inverse Functions , 1955 .
[23] Abel J. P. Gomes,et al. Pressure-dependent Demand and Leakage Modelling with an EPANET Extension – WaterNetGen , 2014 .
[24] Idel Montalvo,et al. Preprocessing of water distribution systems to assess connectivity and solvability in the presence of flow control devices , 2012 .
[25] Jun Li,et al. Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressure‐dependent demand , 1998 .
[26] W. Millar. CXVI. Some general theorems for non-linear systems possessing resistance , 1951 .
[27] Liu Jun,et al. Iterative Methodology of Pressure-Dependent Demand Based on EPANET for Pressure-Deficient Water Distribution Analysis , 2013 .
[28] Tiku T. Tanyimboh,et al. Pressure-Dependent EPANET Extension , 2012, Water Resources Management.
[29] E. Todini,et al. A gradient algorithm for the analysis of pipe networks , 1988 .
[30] Pramod R. Bhave,et al. Node Flow Analysis Distribution Systems , 1981 .
[31] David H. Marks,et al. Water Distribution Reliability: Simulation Methods , 1988 .
[32] O. Fujiwara,et al. RELIABILITY ASSESSMENT OF WATER SUPPLY SYSTEMS WITH STORAGE AND DISTRIBUTION NETWORKS , 1993 .
[33] Serge Gratton,et al. Approximate Gauss-Newton Methods for Nonlinear Least Squares Problems , 2007, SIAM J. Optim..
[34] M. Kwietniewski,et al. RELIABILITY ASSESSMENT OF WATER SUPPLY SYSTEMS , 1997 .