CFD simulation of purging process for dead-ends in water intermittent distribution systems

In this research, the computational fluid dynamics is used to study the purging process of the inaccessible dead-end pipe subjected to saline water. A 3D multiphase Eulerian transient turbulent flow model was developed, and 48 numerical runs were conducted to examine the effect of the dead-end lengt...

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Main Authors: Mohamed Farouk, Mohamed Elgamal
Format: Article
Language:English
Published: Elsevier 2021-03-01
Series:Ain Shams Engineering Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2090447920301635
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spelling doaj-b02e37b9141b4ce688b2c6642eaeca672021-06-02T18:33:51ZengElsevierAin Shams Engineering Journal2090-44792021-03-01121167179CFD simulation of purging process for dead-ends in water intermittent distribution systemsMohamed Farouk0Mohamed Elgamal1Al Imam Mohammad Ibn Saud Islamic University, IMSIU, Riyadh 11432, Saudi Arabia; Irrigation and Hydraulics Department, Faculty of Engineering, Ain Shams University, Cairo 11517, Egypt; Corresponding author at: Al Imam Mohammad Ibn Saud Islamic University, IMSIU, Riyadh 11432, Saudi Arabia.Al Imam Mohammad Ibn Saud Islamic University, IMSIU, Riyadh 11432, Saudi Arabia; Irrigation and Hydraulics Department, Faculty of Engineering, Cairo University, Giza 12613, EgyptIn this research, the computational fluid dynamics is used to study the purging process of the inaccessible dead-end pipe subjected to saline water. A 3D multiphase Eulerian transient turbulent flow model was developed, and 48 numerical runs were conducted to examine the effect of the dead-end length, Reynolds numbers, and Total Dissolved Solids on the purging efficiency. Design charts were deduced to determine the required removal time to purge a dead-end pipe. The results revealed that the normalized removal time ranges from 35 to 460 for the studied range of variables. The removal time exponentially increases as the length of the dead-leg increases, and the removal time slightly decreases as the Reynolds numbers increases. The CFD simulation also revealed the formation of a finger-like pulse of a wave that is responsible for the mixing process (in relatively long dead-legs) and the formation of other cascades of eddies located underneath it.http://www.sciencedirect.com/science/article/pii/S2090447920301635PurgingIntermittentDead-endsDistribution systemTotal dissolved solidTime scale
collection DOAJ
language English
format Article
sources DOAJ
author Mohamed Farouk
Mohamed Elgamal
spellingShingle Mohamed Farouk
Mohamed Elgamal
CFD simulation of purging process for dead-ends in water intermittent distribution systems
Ain Shams Engineering Journal
Purging
Intermittent
Dead-ends
Distribution system
Total dissolved solid
Time scale
author_facet Mohamed Farouk
Mohamed Elgamal
author_sort Mohamed Farouk
title CFD simulation of purging process for dead-ends in water intermittent distribution systems
title_short CFD simulation of purging process for dead-ends in water intermittent distribution systems
title_full CFD simulation of purging process for dead-ends in water intermittent distribution systems
title_fullStr CFD simulation of purging process for dead-ends in water intermittent distribution systems
title_full_unstemmed CFD simulation of purging process for dead-ends in water intermittent distribution systems
title_sort cfd simulation of purging process for dead-ends in water intermittent distribution systems
publisher Elsevier
series Ain Shams Engineering Journal
issn 2090-4479
publishDate 2021-03-01
description In this research, the computational fluid dynamics is used to study the purging process of the inaccessible dead-end pipe subjected to saline water. A 3D multiphase Eulerian transient turbulent flow model was developed, and 48 numerical runs were conducted to examine the effect of the dead-end length, Reynolds numbers, and Total Dissolved Solids on the purging efficiency. Design charts were deduced to determine the required removal time to purge a dead-end pipe. The results revealed that the normalized removal time ranges from 35 to 460 for the studied range of variables. The removal time exponentially increases as the length of the dead-leg increases, and the removal time slightly decreases as the Reynolds numbers increases. The CFD simulation also revealed the formation of a finger-like pulse of a wave that is responsible for the mixing process (in relatively long dead-legs) and the formation of other cascades of eddies located underneath it.
topic Purging
Intermittent
Dead-ends
Distribution system
Total dissolved solid
Time scale
url http://www.sciencedirect.com/science/article/pii/S2090447920301635
work_keys_str_mv AT mohamedfarouk cfdsimulationofpurgingprocessfordeadendsinwaterintermittentdistributionsystems
AT mohamedelgamal cfdsimulationofpurgingprocessfordeadendsinwaterintermittentdistributionsystems
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