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Water hammer simulation using simplified convolution-based unsteady friction model
ID
Urbanowicz, Kamil
(
Author
),
ID
Bergant, Anton
(
Author
),
ID
Stosiak, Michal
(
Author
),
ID
Deptuła, Adam
(
Author
),
ID
Karpenko, Mykola
(
Author
),
ID
Kubrak, Michał
(
Author
),
ID
Kodura, Apoloniusz
(
Author
)
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MD5: 44299470581D5A8F284A0E23AFDFEA1D
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https://www.mdpi.com/2073-4441/14/19/3151
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Abstract
Omission of frequency-dependent hydraulic resistance (skin friction) during modelling of the water hammer phenomenon is unacceptable. This resistance plays a major role when the transient liquid flow occurs in rigid-walled pipes (steel, copper, etc.). In the literature, there are at least two different modelling approaches to skin friction. The first group consists of models based on instantaneous changes in local and convective velocity derivatives, and the second group are models based on the convolution integral and full history of the flow. To date, more popular models are those from the first group, but their use requires empirical coefficients. The second group is still undervalued, even if based on good theoretical foundations and does not require any empirical coefficients. This is undoubtedly related to the calculation complexity of the convolution integral. In this work, a new improved effective solution of this integral is further validated, which is characterised with the use of a simplified weighting function consisting of just two exponential terms. This approach speeds the numerical calculations of the basic flow parameters (pressure and velocity) significantly. Presented comparisons of calculations using the new procedure with experimental pressure runs show the usefulness of the proposed solution and prove that it maintains sufficient accuracy.
Language:
English
Keywords:
water hammer
,
hydraulic transients
,
unsteady friction
,
convolution-based model
,
numerical simulation
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FS - Faculty of Mechanical Engineering
Publication status:
Published
Publication version:
Version of Record
Publication date:
01.10.2022
Year:
2022
Number of pages:
20 str., art. 3151
Numbering:
Vol. 14, iss. 19
PID:
20.500.12556/RUL-142025
UDC:
532:004.94
ISSN on article:
2073-4441
DOI:
10.3390/w14193151
COBISS.SI-ID:
125809923
Publication date in RUL:
17.10.2022
Views:
589
Downloads:
96
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Record is a part of a journal
Title:
Water
Shortened title:
Water
Publisher:
Molecular Diversity Preservation International - MDPI
ISSN:
2073-4441
COBISS.SI-ID:
36731653
Licences
License:
CC BY 4.0, Creative Commons Attribution 4.0 International
Link:
http://creativecommons.org/licenses/by/4.0/
Description:
This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Secondary language
Language:
Slovenian
Keywords:
vodni udar
,
neustaljeno stensko trenje
,
hidravlični prehodni pojavi
,
konvolucijski model
,
računske simulacije
Projects
Funder:
ARRS - Slovenian Research Agency
Project number:
L2-1825
Name:
Modeliranje zračnih mehurjev ujetih v hidravličnih cevnih sistemih
Funder:
ARRS - Slovenian Research Agency
Project number:
P2-0162
Name:
Večfazni sistemi
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