1970
DOI: 10.9753/icce.v12.17
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Bottom Boundary Shear Stresses on a Model Beach

Abstract: The maximum amplitude of shear stress in the bottom boundary layer of water waves was evaluated with a Preston probe inclined on a 1 12 5 slope beach Near bottom velocity profiles were obtained in laminar and developing turbulent flow conditions from which the experimental boundary layer thicknesses were evaluated Agreement between experimental bottom velocities and those calculated from Airy theory deteriorate with decreasing depth on the beach resulting m lower shear stress values than predicted by linear th… Show more

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Cited by 4 publications
(3 citation statements)
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“…They define the quantities damping ratio, ( and undamped natural frequency, ƒ" as: c = BENDAT et PIERSOL [16] ont décrit la réponse dynamique du système représenté par l'équa tion (3). Ces auteurs définissent comme suit Ie rapport d'amortissement ( et la frequence propre sans amortissement ƒ":…”
Section: Bridge Designunclassified
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“…They define the quantities damping ratio, ( and undamped natural frequency, ƒ" as: c = BENDAT et PIERSOL [16] ont décrit la réponse dynamique du système représenté par l'équa tion (3). Ces auteurs définissent comme suit Ie rapport d'amortissement ( et la frequence propre sans amortissement ƒ":…”
Section: Bridge Designunclassified
“…Wall similarity techniques (one indirect approach) rely on a knowledge of the bound ary layer velocity profile above the bed. JONSSON [1] and KAJIURA [2] used velocity profile methods while TELEKI and ANDERSON [3] used the Preston tube. Since the study of the velocity distribution in oscillatory bound ary layers is only just beginning, because suitable instrumentation was not previously available, the determination of shear by this method is based on assumed velocity profiles which have yet to be confirmed experimental ly.…”
Section: Introduction Introductionmentioning
confidence: 99%
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