Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact

Drag reduction by polymer addition is a common strategy used to minimize friction losses in pipe flows but has not been tested in river flows. Present paper then aims at measuring backwater curves and velocity profiles within smooth and rough bed flume configurations to assess the capabilities of su...

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Main Authors: Mignot Emmanuel, Riviere Nicolas, Lefevre Arnaud, Quillien Bernard
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20184005001
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spelling doaj-ce0d7e414be6468e896d1ea1210f8d1b2021-02-02T00:22:35ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01400500110.1051/e3sconf/20184005001e3sconf_riverflow2018_05001Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impactMignot EmmanuelRiviere NicolasLefevre ArnaudQuillien BernardDrag reduction by polymer addition is a common strategy used to minimize friction losses in pipe flows but has not been tested in river flows. Present paper then aims at measuring backwater curves and velocity profiles within smooth and rough bed flume configurations to assess the capabilities of such polymer addition to decrease the water depth with regards to the use of plain water and thus increase the channel conveyance. The inclusion of a limited amount of polymers proves to be able to reduce the typical Darcy-Weisbach friction coefficient with regards to plain water by a factor 2 in smooth bed conditions and a factor 1.5 in rough bed conditions. Moreover, the vertical profiles of streamwise velocity appear to be hardly affected by the addition of such polymers. Whether such drag reduction would still be effective in real watercourses remains unknown and would now require field experiments at larger scale.https://doi.org/10.1051/e3sconf/20184005001
collection DOAJ
language English
format Article
sources DOAJ
author Mignot Emmanuel
Riviere Nicolas
Lefevre Arnaud
Quillien Bernard
spellingShingle Mignot Emmanuel
Riviere Nicolas
Lefevre Arnaud
Quillien Bernard
Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
E3S Web of Conferences
author_facet Mignot Emmanuel
Riviere Nicolas
Lefevre Arnaud
Quillien Bernard
author_sort Mignot Emmanuel
title Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
title_short Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
title_full Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
title_fullStr Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
title_full_unstemmed Reducing Darcy coefficient by using drag reduction methods in open-channel flows: Effect on discharge capacity and potential application to mitigate river flooding impact
title_sort reducing darcy coefficient by using drag reduction methods in open-channel flows: effect on discharge capacity and potential application to mitigate river flooding impact
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description Drag reduction by polymer addition is a common strategy used to minimize friction losses in pipe flows but has not been tested in river flows. Present paper then aims at measuring backwater curves and velocity profiles within smooth and rough bed flume configurations to assess the capabilities of such polymer addition to decrease the water depth with regards to the use of plain water and thus increase the channel conveyance. The inclusion of a limited amount of polymers proves to be able to reduce the typical Darcy-Weisbach friction coefficient with regards to plain water by a factor 2 in smooth bed conditions and a factor 1.5 in rough bed conditions. Moreover, the vertical profiles of streamwise velocity appear to be hardly affected by the addition of such polymers. Whether such drag reduction would still be effective in real watercourses remains unknown and would now require field experiments at larger scale.
url https://doi.org/10.1051/e3sconf/20184005001
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AT rivierenicolas reducingdarcycoefficientbyusingdragreductionmethodsinopenchannelflowseffectondischargecapacityandpotentialapplicationtomitigateriverfloodingimpact
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