Transient generation in pipe networks for leak detection

Proceedings of the Institution of Civil Engineers: Water Management

Volumn 164, Issue 6, 2011, Pages 311-318

  Haghighi, Ali ^a   Shamloo, Hamid ^b  

^a SHAHID CHAMRAN UNIVERSITY OF AHVAZ   (Iran)

^b K N TOOSI UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Hydraulics; Hydrodynamics mathematical modelling pipes; Pipelines

Indexed keywords

DECISION VARIABLES; FRICTION FACTORS; IN-PIPE; INVERSE TRANSIENT ANALYSIS; LOW PRESSURES; MATHEMATICAL PROGRAMMING MODELS; METHOD OF CHARACTERISTICS; NUMERICAL MODELS; OBJECTIVE FUNCTIONS; OPTIMISATIONS; PIPE NETWORKS; RAPID TRANSIENTS; TIME INTERVAL; TRANSIENT STATE; WATER DISTRIBUTION NETWORKS;

COMPUTER PROGRAMMING; FRICTION; LEAK DETECTION; MATHEMATICAL PROGRAMMING; NUMERICAL METHODS; PIPE; WATER DISTRIBUTION SYSTEMS;

TRANSIENT ANALYSIS;

GENETIC ALGORITHM; HYDRAULICS; HYDRODYNAMICS; LEAKAGE; NUMERICAL MODEL; OPTIMIZATION; PIPELINE; WATER SUPPLY;

EID: 79957597304     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.2011.164.6.311     Document Type: Article

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