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Détail de l'auteur
Auteur Aaron C. Zecchin
Documents disponibles écrits par cet auteur
Affiner la rechercheInverse laplace transform for transient - state fluid line network simulation / Aaron C. Zecchin in Journal of engineering mechanics, Vol. 138 N° 1 (Janvier 2012)
[article]
in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.101-115
Titre : Inverse laplace transform for transient - state fluid line network simulation Type de document : texte imprimé Auteurs : Aaron C. Zecchin, Auteur ; Martin F. Lambert, Auteur Année de publication : 2012 Article en page(s) : pp.101-115 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Pipeline transients Inverse Laplace transform Fluid line networks Résumé : Inverse Laplace transform methods have a long history in the development of time-domain fluid line models. This paper presents a study combining the new Laplace-domain input/output (I/O) model derived from the network admittance matrix with the Fourier series expansion numerical inverse Laplace transform (NILT) to serve as a time-domain simulation model. A series of theorems are presented demonstrating the stability of the I/O model, which is important for the construction of the NILT method. In the previous work by the first author, the Fourier series expansion algorithm was studied, where qualitative relationships between the parameters and numerical errors were analyzed, and reliable parameter heuristics were developed. These heuristics are used for a series of numerical examples dealing with networks of 11, 35, 51, and 94 pipes by using five different pipe models. The examples are used as the basis from which the accuracy and numerical efficiency of the proposed NILT are compared to the standard method of characteristics (MOCs) model for transient pipeline networks. Findings show that, for all case studies considered, the proposed NILT is numerically efficient for the pipe types involving convolution operations, and it is accurate for networks composed of both linear and nonlinear pipe types. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000311 [article] Inverse laplace transform for transient - state fluid line network simulation [texte imprimé] / Aaron C. Zecchin, Auteur ; Martin F. Lambert, Auteur . - 2012 . - pp.101-115.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.101-115
Mots-clés : Pipeline transients Inverse Laplace transform Fluid line networks Résumé : Inverse Laplace transform methods have a long history in the development of time-domain fluid line models. This paper presents a study combining the new Laplace-domain input/output (I/O) model derived from the network admittance matrix with the Fourier series expansion numerical inverse Laplace transform (NILT) to serve as a time-domain simulation model. A series of theorems are presented demonstrating the stability of the I/O model, which is important for the construction of the NILT method. In the previous work by the first author, the Fourier series expansion algorithm was studied, where qualitative relationships between the parameters and numerical errors were analyzed, and reliable parameter heuristics were developed. These heuristics are used for a series of numerical examples dealing with networks of 11, 35, 51, and 94 pipes by using five different pipe models. The examples are used as the basis from which the accuracy and numerical efficiency of the proposed NILT are compared to the standard method of characteristics (MOCs) model for transient pipeline networks. Findings show that, for all case studies considered, the proposed NILT is numerically efficient for the pipe types involving convolution operations, and it is accurate for networks composed of both linear and nonlinear pipe types. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000311 Transient modeling of arbitrary pipe networks by a laplace-domain admittance matrix / Aaron C. Zecchin in Journal of engineering mechanics, Vol. 135 N° 6 (Juin 2009)
[article]
in Journal of engineering mechanics > Vol. 135 N° 6 (Juin 2009) . - pp. 538-547
Titre : Transient modeling of arbitrary pipe networks by a laplace-domain admittance matrix Type de document : texte imprimé Auteurs : Aaron C. Zecchin, Auteur ; Simpson, Angus R., Auteur ; Martin F. Lambert, Auteur Article en page(s) : pp. 538-547 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Pipe networks Hydraulic transients Frequency response. Résumé : An alternative to the modeling of the transient behavior of pipeline systems in the time-domain is to model these systems in the frequency-domain using Laplace transform techniques. Despite the ability of current methods to deal with many different hydraulic element types, a limitation with almost all frequency-domain methods for pipeline networks is that they are only able to deal with systems of a certain class of configuration, namely, networks not containing second-order loops. This paper addresses this limitation by utilizing graph theoretic concepts to derive a Laplace-domain network admittance matrix relating the nodal variables of pressure and demand for a network comprised of pipes, junctions, and reservoirs. The adopted framework allows complete flexibility with regard to the topological structure of a network and, as such, it provides an extremely useful general basis for modeling the frequency-domain behavior of pipe networks. Numerical examples are given for a 7- and 51-pipe network, demonstrating the utility of the method. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...] [article] Transient modeling of arbitrary pipe networks by a laplace-domain admittance matrix [texte imprimé] / Aaron C. Zecchin, Auteur ; Simpson, Angus R., Auteur ; Martin F. Lambert, Auteur . - pp. 538-547.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 135 N° 6 (Juin 2009) . - pp. 538-547
Mots-clés : Pipe networks Hydraulic transients Frequency response. Résumé : An alternative to the modeling of the transient behavior of pipeline systems in the time-domain is to model these systems in the frequency-domain using Laplace transform techniques. Despite the ability of current methods to deal with many different hydraulic element types, a limitation with almost all frequency-domain methods for pipeline networks is that they are only able to deal with systems of a certain class of configuration, namely, networks not containing second-order loops. This paper addresses this limitation by utilizing graph theoretic concepts to derive a Laplace-domain network admittance matrix relating the nodal variables of pressure and demand for a network comprised of pipes, junctions, and reservoirs. The adopted framework allows complete flexibility with regard to the topological structure of a network and, as such, it provides an extremely useful general basis for modeling the frequency-domain behavior of pipe networks. Numerical examples are given for a 7- and 51-pipe network, demonstrating the utility of the method. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...]