Matrix Formulation of Steady/Unsteady-State Models in Complex Pressurized Pipe Systems.

7 pages•Published: September 20, 2018

Abstract

The use of transients as a diagnostic tool in pressurized pipe networks requires reliable and efficient numerical models. The traditional models derived in the frequency domain as solutions to the linearized water hammer equations, namely the impulse response and the transfer matrix methods, are efficient in the simulation but are not suited for complex arbitrarily configured networks. An alternative frequency domain formulation is the Network Admittance Matrix Method (NAMM), where the equations are reorganized into a matrix form using graph-theoretic concepts. In this paper the similitude between steady-state Global Gradient Approach (GGA) and the unsteady- state and NAMM formulation are explored. The resulting improvements on the efficiency of the models are tested on two case studies.

Keyphrases: admittance matrix method, global gradient algorithm, transients

In: Goffredo La Loggia, Gabriele Freni, Valeria Puleo and Mauro De Marchis (editors). HIC 2018. 13th International Conference on Hydroinformatics, vol 3, pages 2081-2087.

Links:	https://easychair.org/publications/paper/D93V
	https://doi.org/10.29007/j4qk

BibTeX entry

@inproceedings{HIC2018:Matrix_Formulation_Steady/Unsteady_State,
  author    = {Ezio Todini and Marco Ferrante},
  title     = {Matrix Formulation of Steady/Unsteady-State Models in Complex Pressurized Pipe Systems.},
  booktitle = {HIC 2018. 13th International Conference on Hydroinformatics},
  editor    = {Goffredo La Loggia and Gabriele Freni and Valeria Puleo and Mauro De Marchis},
  series    = {EPiC Series in Engineering},
  volume    = {3},
  publisher = {EasyChair},
  bibsource = {EasyChair, https://easychair.org},
  issn      = {2516-2330},
  url       = {/publications/paper/D93V},
  doi       = {10.29007/j4qk},
  pages     = {2081-2087},
  year      = {2018}}

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