Tangential stress beneath wind-driven air–water interfaces
The detailed structure of the aqueous surface sublayer flow immediately adjacent to the wind-driven air–water interface is investigated in a laboratory wind-wave flume using particle image velocimetry (PIV) techniques. The goal is to investigate quantitatively the character of the flow in this cruci...
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description | The detailed structure of the aqueous surface sublayer flow immediately
adjacent to the
wind-driven air–water interface is investigated in a laboratory wind-wave
flume using
particle image velocimetry (PIV) techniques. The goal is to investigate
quantitatively
the character of the flow in this crucial, very thin region which is often
disrupted by
microscale breaking events. In this study, we also examine critically the
conclusions of
Okuda, Kawai & Toba (1977), who argued that for very short, strongly
forced wind-wave
conditions, shear stress is the dominant mechanism for transmitting the
atmospheric wind stress into the water motion – waves and surface
drift currents. In
strong contrast, other authors have more recently observed very substantial
normal
stress contributions on the air side. The availability of PIV and associated
image
technology now permits a timely re-examination of the results of Okuda
et al., which
have been influential in shaping present perceptions of the physics of
this dynamically
important region. The PIV technique used in the present study overcomes
many of the
inherent shortcomings of the hydrogen bubble measurements, and allows reliable
determination of the fluid velocity and shear within 200 μm of the instantaneous
wind-driven air–water interface. The results obtained in this study are not in accord with the conclusions
of Okuda
et al. that the tangential stress component dominates the
wind stress. It is found that
prior to the formation of wind waves, the tangential stress contributes
the entire wind
stress, as expected. With increasing distance downwind, the mean tangential
stress level
decreases marginally, but as the wave field develops, the total wind stress
increases
significantly. Thus, the wave form drag, represented by the difference
between the total
wind stress and the mean tangential stress, also increases systematically
with wave
development and provides the major proportion of the wind stress once the
waves have
developed beyond their early growth stage. This scenario reconciles the
question of
relative importance of normal and tangential stresses at an air–water
interface. Finally,
consideration is given to the extrapolation of these detailed laboratory
results to the
field, where the present findings suggest that the sea surface is unlikely
to become fully
aerodynamically rough, at least for moderate to strong winds. |
doi_str_mv | 10.1017/S0022112098001128 |
format | Article |
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adjacent to the
wind-driven air–water interface is investigated in a laboratory wind-wave
flume using
particle image velocimetry (PIV) techniques. The goal is to investigate
quantitatively
the character of the flow in this crucial, very thin region which is often
disrupted by
microscale breaking events. In this study, we also examine critically the
conclusions of
Okuda, Kawai & Toba (1977), who argued that for very short, strongly
forced wind-wave
conditions, shear stress is the dominant mechanism for transmitting the
atmospheric wind stress into the water motion – waves and surface
drift currents. In
strong contrast, other authors have more recently observed very substantial
normal
stress contributions on the air side. The availability of PIV and associated
image
technology now permits a timely re-examination of the results of Okuda
et al., which
have been influential in shaping present perceptions of the physics of
this dynamically
important region. The PIV technique used in the present study overcomes
many of the
inherent shortcomings of the hydrogen bubble measurements, and allows reliable
determination of the fluid velocity and shear within 200 μm of the instantaneous
wind-driven air–water interface. The results obtained in this study are not in accord with the conclusions
of Okuda
et al. that the tangential stress component dominates the
wind stress. It is found that
prior to the formation of wind waves, the tangential stress contributes
the entire wind
stress, as expected. With increasing distance downwind, the mean tangential
stress level
decreases marginally, but as the wave field develops, the total wind stress
increases
significantly. Thus, the wave form drag, represented by the difference
between the total
wind stress and the mean tangential stress, also increases systematically
with wave
development and provides the major proportion of the wind stress once the
waves have
developed beyond their early growth stage. This scenario reconciles the
question of
relative importance of normal and tangential stresses at an air–water
interface. Finally,
consideration is given to the extrapolation of these detailed laboratory
results to the
field, where the present findings suggest that the sea surface is unlikely
to become fully
aerodynamically rough, at least for moderate to strong winds.</description><identifier>ISSN: 0022-1120</identifier><identifier>EISSN: 1469-7645</identifier><identifier>DOI: 10.1017/S0022112098001128</identifier><identifier>CODEN: JFLSA7</identifier><language>eng</language><publisher>Cambridge: Cambridge University Press</publisher><subject>AIR WATER INTERACTIONS ; BUBBLES ; Drag ; Earth, ocean, space ; Exact sciences and technology ; External geophysics ; HYDROGEN ; LABORATORIES ; Other topics ; PARTICLE IMAGE VELOCIMETRY ; Phase interfaces ; Physics of the oceans ; Shear stress ; STRESS DISTRIBUTION ; Velocity measurement ; WIND EFFECTS ; Wind stress</subject><ispartof>Journal of fluid mechanics, 1998-06, Vol.364, p.115-145</ispartof><rights>1998 Cambridge University Press</rights><rights>1998 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c483t-922ff2a06d6df2bc7d59179dd08b6189544f2d07a75f3c1a32550750e0ddd60f3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.cambridge.org/core/product/identifier/S0022112098001128/type/journal_article$$EHTML$$P50$$Gcambridge$$H</linktohtml><link.rule.ids>164,314,780,784,27924,27925,55628</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=2263921$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>BANNER, MICHAEL L.</creatorcontrib><creatorcontrib>PEIRSON, WILLIAM L.</creatorcontrib><title>Tangential stress beneath wind-driven air–water interfaces</title><title>Journal of fluid mechanics</title><addtitle>J. Fluid Mech</addtitle><description>The detailed structure of the aqueous surface sublayer flow immediately
adjacent to the
wind-driven air–water interface is investigated in a laboratory wind-wave
flume using
particle image velocimetry (PIV) techniques. The goal is to investigate
quantitatively
the character of the flow in this crucial, very thin region which is often
disrupted by
microscale breaking events. In this study, we also examine critically the
conclusions of
Okuda, Kawai & Toba (1977), who argued that for very short, strongly
forced wind-wave
conditions, shear stress is the dominant mechanism for transmitting the
atmospheric wind stress into the water motion – waves and surface
drift currents. In
strong contrast, other authors have more recently observed very substantial
normal
stress contributions on the air side. The availability of PIV and associated
image
technology now permits a timely re-examination of the results of Okuda
et al., which
have been influential in shaping present perceptions of the physics of
this dynamically
important region. The PIV technique used in the present study overcomes
many of the
inherent shortcomings of the hydrogen bubble measurements, and allows reliable
determination of the fluid velocity and shear within 200 μm of the instantaneous
wind-driven air–water interface. The results obtained in this study are not in accord with the conclusions
of Okuda
et al. that the tangential stress component dominates the
wind stress. It is found that
prior to the formation of wind waves, the tangential stress contributes
the entire wind
stress, as expected. With increasing distance downwind, the mean tangential
stress level
decreases marginally, but as the wave field develops, the total wind stress
increases
significantly. Thus, the wave form drag, represented by the difference
between the total
wind stress and the mean tangential stress, also increases systematically
with wave
development and provides the major proportion of the wind stress once the
waves have
developed beyond their early growth stage. This scenario reconciles the
question of
relative importance of normal and tangential stresses at an air–water
interface. Finally,
consideration is given to the extrapolation of these detailed laboratory
results to the
field, where the present findings suggest that the sea surface is unlikely
to become fully
aerodynamically rough, at least for moderate to strong winds.</description><subject>AIR WATER INTERACTIONS</subject><subject>BUBBLES</subject><subject>Drag</subject><subject>Earth, ocean, space</subject><subject>Exact sciences and technology</subject><subject>External geophysics</subject><subject>HYDROGEN</subject><subject>LABORATORIES</subject><subject>Other topics</subject><subject>PARTICLE IMAGE VELOCIMETRY</subject><subject>Phase interfaces</subject><subject>Physics of the oceans</subject><subject>Shear stress</subject><subject>STRESS DISTRIBUTION</subject><subject>Velocity measurement</subject><subject>WIND EFFECTS</subject><subject>Wind stress</subject><issn>0022-1120</issn><issn>1469-7645</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><recordid>eNp9kMtKBDEQRYMoOD4-wF0vRFeteacDbkR0FEQRFZehppNotCejSY-Pnf_gH_olZpjBjeCm7uKeulRdhLYI3iOYqP1rjCklhGLdYFy0WUIDwqWuleRiGQ1mdj3zV9Fazo-FYVirATq4gXjvYh-gq3KfXM7VyEUH_UP1FqKtbQqvLlYQ0vfn1xv0LlUhlumhdXkDrXjosttc6Dq6PTm-OTqtzy-HZ0eH53XLG9bXmlLvKWBppfV01CorNFHaWtyMJGm04NxTixUo4VlLgFEhsBLYYWutxJ6to9157nOavExd7s045NZ1HUQ3mWajuFCkvCMKufMvSWXDCNO8gGQOtmmSc3LePKcwhvRhCDazRs2fRsvO9iIccgudTxDbkH8XKZVMU1Kweo6F3Lv3XxvSk5GKKWHk8MpwfqdOL4bczGLZ4hQYj1Kw9848TqYplkb_OeYHCgWTMA</recordid><startdate>19980610</startdate><enddate>19980610</enddate><creator>BANNER, MICHAEL L.</creator><creator>PEIRSON, WILLIAM L.</creator><general>Cambridge University Press</general><scope>BSCLL</scope><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SU</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>H8D</scope><scope>L7M</scope><scope>7TC</scope></search><sort><creationdate>19980610</creationdate><title>Tangential stress beneath wind-driven air–water interfaces</title><author>BANNER, MICHAEL L. ; PEIRSON, WILLIAM L.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c483t-922ff2a06d6df2bc7d59179dd08b6189544f2d07a75f3c1a32550750e0ddd60f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1998</creationdate><topic>AIR WATER INTERACTIONS</topic><topic>BUBBLES</topic><topic>Drag</topic><topic>Earth, ocean, space</topic><topic>Exact sciences and technology</topic><topic>External geophysics</topic><topic>HYDROGEN</topic><topic>LABORATORIES</topic><topic>Other topics</topic><topic>PARTICLE IMAGE VELOCIMETRY</topic><topic>Phase interfaces</topic><topic>Physics of the oceans</topic><topic>Shear stress</topic><topic>STRESS DISTRIBUTION</topic><topic>Velocity measurement</topic><topic>WIND EFFECTS</topic><topic>Wind stress</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>BANNER, MICHAEL L.</creatorcontrib><creatorcontrib>PEIRSON, WILLIAM L.</creatorcontrib><collection>Istex</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>Journal of fluid mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>BANNER, MICHAEL L.</au><au>PEIRSON, WILLIAM L.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Tangential stress beneath wind-driven air–water interfaces</atitle><jtitle>Journal of fluid mechanics</jtitle><addtitle>J. Fluid Mech</addtitle><date>1998-06-10</date><risdate>1998</risdate><volume>364</volume><spage>115</spage><epage>145</epage><pages>115-145</pages><issn>0022-1120</issn><eissn>1469-7645</eissn><coden>JFLSA7</coden><abstract>The detailed structure of the aqueous surface sublayer flow immediately
adjacent to the
wind-driven air–water interface is investigated in a laboratory wind-wave
flume using
particle image velocimetry (PIV) techniques. The goal is to investigate
quantitatively
the character of the flow in this crucial, very thin region which is often
disrupted by
microscale breaking events. In this study, we also examine critically the
conclusions of
Okuda, Kawai & Toba (1977), who argued that for very short, strongly
forced wind-wave
conditions, shear stress is the dominant mechanism for transmitting the
atmospheric wind stress into the water motion – waves and surface
drift currents. In
strong contrast, other authors have more recently observed very substantial
normal
stress contributions on the air side. The availability of PIV and associated
image
technology now permits a timely re-examination of the results of Okuda
et al., which
have been influential in shaping present perceptions of the physics of
this dynamically
important region. The PIV technique used in the present study overcomes
many of the
inherent shortcomings of the hydrogen bubble measurements, and allows reliable
determination of the fluid velocity and shear within 200 μm of the instantaneous
wind-driven air–water interface. The results obtained in this study are not in accord with the conclusions
of Okuda
et al. that the tangential stress component dominates the
wind stress. It is found that
prior to the formation of wind waves, the tangential stress contributes
the entire wind
stress, as expected. With increasing distance downwind, the mean tangential
stress level
decreases marginally, but as the wave field develops, the total wind stress
increases
significantly. Thus, the wave form drag, represented by the difference
between the total
wind stress and the mean tangential stress, also increases systematically
with wave
development and provides the major proportion of the wind stress once the
waves have
developed beyond their early growth stage. This scenario reconciles the
question of
relative importance of normal and tangential stresses at an air–water
interface. Finally,
consideration is given to the extrapolation of these detailed laboratory
results to the
field, where the present findings suggest that the sea surface is unlikely
to become fully
aerodynamically rough, at least for moderate to strong winds.</abstract><cop>Cambridge</cop><pub>Cambridge University Press</pub><doi>10.1017/S0022112098001128</doi><tpages>31</tpages></addata></record> |
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language | eng |
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source | Cambridge University Press Journals Complete |
subjects | AIR WATER INTERACTIONS BUBBLES Drag Earth, ocean, space Exact sciences and technology External geophysics HYDROGEN LABORATORIES Other topics PARTICLE IMAGE VELOCIMETRY Phase interfaces Physics of the oceans Shear stress STRESS DISTRIBUTION Velocity measurement WIND EFFECTS Wind stress |
title | Tangential stress beneath wind-driven air–water interfaces |
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