Model for hydraulic networks with evenly distributed demands along pipes

Civil Engineering and Environmental Systems

Volumn 27, Issue 2, 2010, Pages 133-153

  Franchini, Marco ^a   Alvisi, Stefano ^a  

^a UNIVERSITY OF FERRARA   (Italy)

Author keywords

Calibration; Hydraulic model of pipe networks; Optimisation; Simulation; Water demand

Indexed keywords

CINCINNATI; GRADIENT ALGORITHM; HYDRAULIC NETWORKS; LEAKAGE ESTIMATION; LOW WATER; MATHEMATICAL METHOD; NUMERICAL EXAMPLE; OFFICE OF RESEARCH AND DEVELOPMENT; OPTIMISATIONS; PIPE NETWORKS; TOPOLOGICAL COMPLEXITY; US ENVIRONMENTAL PROTECTION AGENCY; WATER DEMAND; WATER DISTRIBUTION NETWORKS;

CALIBRATION; COMPETITION; DISTRIBUTED PARAMETER NETWORKS; ENVIRONMENTAL PROTECTION AGENCY; GRADIENT METHODS; HYDRAULIC MODELS; HYDRAULIC STRUCTURES; OPTIMIZATION; PIPE; RESEARCH AND DEVELOPMENT MANAGEMENT; RESEARCH LABORATORIES; RISK MANAGEMENT; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY;

COMPUTER SIMULATION;

CALIBRATION; COMPUTER SIMULATION; HYDRAULIC STRUCTURE; LEAKAGE; NUMERICAL MODEL; OPTIMIZATION; PIEZOMETER; PIPELINE; WATER DEMAND; WATER SUPPLY;

EID: 77952470293     PISSN: 10286608     EISSN: 10290249     Source Type: Journal    
DOI: 10.1080/10286600902781658     Document Type: Article

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