Two-Point Linearization Method for the Analysis of Pipe Networks

Journal of Hydraulic Engineering

Volumn 134, Issue 8, 2008, Pages 1176-1179

  van Zyl, Jakobus E ^a   Kumar, Prabhat ^b   Gupta, Mayank ^b  

^a UNIVERSITY OF JOHANNESBURG   (South Africa)

^b INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

[No Author keywords available]

Indexed keywords

GRADIENT METHODS; WATER RESOURCES; OFFSHORE OIL WELL PRODUCTION; PIPE; WATER ANALYSIS; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY SYSTEMS;

FLOW RANGES; GRADIENT'S METHODS; HEAD LOSS; LINEARIZATION METHODS; LOSS FUNCTIONS; NUMBER OF ITERATIONS; PIPE NETWORKS; SNAPSHOT ANALYSIS; THEORETICAL MODELING; TWO-POINT;

WATER DISTRIBUTION SYSTEMS; CONVERGENCE OF NUMERICAL METHODS;

CONVERGENCE (MATHEMATICS); FLOW RANGES; LINEARIZATION METHODS; LOSS FUNCTIONS; NUMBER OF ITERATIONS; PIPE NETWORKS; SNAPSHOT ANALYSIS; TWO POINT; WATER DISTRIBUTIONS;

COMPUTER SIMULATION; FLOW MODELING; HYDRAULIC STRUCTURE; PIPELINE; WATER SUPPLY;

EID: 48049101351     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2008)134:8(1176)     Document Type: Article

References (4)

1. Farmani, R., Savic, D. A., and Walters, G. A. (2005). “Evolutionary multiobjective optimization in water distribution network design.” Eng. Optimiz., 37(2), 167-183.
2. Rossman, L. A. (2000). Epanet 2 users' manual, USEPA, Cincinnati.
3. Todini, E., and Pilati, S. (1988). “A gradient method for the analysis of pipe networks.” Computer applications in water supply, B. Coulbeck and C. H. Orr, eds., Wiley, London, 1-20.
4. Univ. of Exeter Centre for Water Systems (UOECWS). (2005). “Benchmark networks for design and optimization of water distribution networks.” 〈http://www.projects.ex.ac.uk/cws/index.php?benchmarks〉 (Dec. 30, 2005).