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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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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1721402213753946112 |