Transient modeling of arbitrary pipe networks by a laplace-domain admittancem matrix

Journal of Engineering Mechanics

Volumn 135, Issue 6, 2009, Pages 538-547

  Zecchin, Aaron C ^a   Simpson, Angus R ^a   Lambert, Martin F ^a   White, Langford B ^a   Vitkovský, John P ^b  

^a UNIVERSITY OF ADELAIDE   (Australia)

^b Water Assessment Group ^*  (Australia)

Author keywords

Frequency response; Hydraulic transients; Pipe networks

Indexed keywords

ADMITTANCE MATRICES; ELEMENT TYPE; FREQUENCY DOMAINS; FREQUENCY-DOMAIN BEHAVIOR; FREQUENCY-DOMAIN METHODS; GRAPH-THEORETIC; HYDRAULIC TRANSIENTS; LAPLACE TRANSFORM TECHNIQUES; MATRIX; NUMERICAL EXAMPLE; PIPE NETWORKS; PIPE-LINE SYSTEMS; PIPELINE NETWORKS; SECOND ORDERS; TIME DOMAIN; TOPOLOGICAL STRUCTURE; TRANSIENT BEHAVIOR; TRANSIENT MODELING;

HYDRAULICS; LAPLACE TRANSFORMS; PIPE; PIPELINES; STRUCTURAL OPTIMIZATION; TRANSIENTS;

FREQUENCY RESPONSE;

FLOW MODELING; HYDRAULICS; LAPLACE TRANSFORM; PIPE; THEORETICAL STUDY; TRANSIENT FLOW;

EID: 66349134697     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2009)135:6(538)     Document Type: Article

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