Effects of Non-Zero Minimum Pressure Heads in Non-iterative Application of EPANET 2 in Pressure-Dependent Volume-Driven Analysis of Water Distribution Networks
暂无分享,去创建一个
P. Sivakumar | Tiku T. Tanyimboh | C. R. Suribabu | Rajesh Gupta | Nikolai B. Gorev | Inna F. Kodzhespirova
[1] Paul Jowitt,et al. Solution for Water Distribution Systems under Pressure-Deficient Conditions , 2006 .
[2] Rajesh Gupta,et al. Noniterative Application of EPANET for Pressure Dependent Modelling Of Water Distribution Systems , 2015, Water Resources Management.
[3] Ram Kailash Prasad,et al. Extended Period Simulation of Pressure-Deficient Networks Using Pressure Reducing Valves , 2014, Water Resources Management.
[4] Ram Kailash Prasad,et al. Simulation of Water Distribution Network under Pressure-Deficient Condition , 2014, Water Resources Management.
[5] Tiku T. Tanyimboh,et al. Dynamic Pressure-Dependent Simulation of Water Distribution Networks Considering Volume-Driven Demands Based on Noniterative Application of EPANET 2 , 2020 .
[6] S. Mohan,et al. Extended Period Simulation for Pressure-Deficient Water Distribution Network , 2012 .
[7] Massoud Tabesh,et al. A comparative study between the modified and available demand driven based models for head driven analysis of water distribution networks , 2014 .
[8] Jacob Chandapillai,et al. Design of Water Distribution Network for Equitable Supply , 2011, Water Resources Management.
[9] William H. McAnally,et al. Nested Hydrodynamic Modeling of a Coastal River Applying Dynamic-Coupling , 2014, Water Resources Management.
[10] Thomas M. Walski,et al. EFFICIENT PRESSURE DEPENDENT DEMAND MODEL FOR LARGE WATER DISTRIBUTION SYSTEM ANALYSIS , 2008 .
[11] Orazio Giustolisi,et al. Demand Components in Water Distribution Network Analysis , 2012 .
[12] Lindell Ormsbee,et al. Leakage as Pressure-Driven Demand in Design of Water Distribution Networks , 2016 .
[13] Pramod R. Bhave,et al. Node Flow Analysis Distribution Systems , 1981 .
[14] Nirman Bhawan,et al. MINISTRY OF URBAN DEVELOPMENT GOVERNMENT OF INDIA , 2015 .
[15] Nikolai B. Gorev,et al. Noniterative Implementation of Pressure-Dependent Demands Using the Hydraulic Analysis Engine of EPANET 2 , 2013, Water Resources Management.
[16] Tiku T. Tanyimboh,et al. Pressure-Dependent EPANET Extension , 2012, Water Resources Management.
[17] U. Shamir,et al. Design of optimal water distribution systems , 1977 .
[18] U. Shamir,et al. Design of optimal water distribution systems , 1977 .
[19] Pramod R. Bhave,et al. Comparison of Methods for Predicting Deficient-Network Performance , 1996 .
[20] Pramod R. Bhave,et al. Optimal Design of Level 1 Redundant Water Distribution Networks Considering Nodal Storage , 2007 .
[21] T. R. Neelakantan,et al. Improved complementary reservoir solution to evaluate nodal outflow under pressure-deficient conditions , 2017 .