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    Structure of Turbulent Flow in a Shallow Tidal Estuary

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Kiyosi Kawanisi
    DOI: 10.1061/(ASCE)0733-9429(2004)130:4(360)
    Publisher: American Society of Civil Engineers
    Abstract: A high-resolution current profiler (HRCP), which belongs to a pulse-to-pulse coherent Doppler sonar, has been used to measure vertical profiles of turbulence parameters, such as the Reynolds stresses, eddy viscosity, production and dissipation rates, etc., and to test the parametrization of dissipation rate and eddy viscosity. The HRCP and automatic ascending/descending CTD are deployed during the autumn of 2001 for 24 h in a tidal estuary. Reliable velocities along the beams with HRCP are collected with 3 s intervals and a vertical resolution as fine as 0.03 m in the range 0.02–0.98 m above the bottom. Density profiles with the CTD are taken nominally every 30 sec. The turbulent velocity variables depend largely on the tidal phase; the variables during the ebb deviate from those in neutral equilibrium boundary layer. This deviation during the ebb presumably arises from the “inactive motion.” The stability function
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      Structure of Turbulent Flow in a Shallow Tidal Estuary

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    https://yetl.yabesh.ir/yetl1/handle/yetl/25714
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    contributor authorKiyosi Kawanisi
    date accessioned2017-05-08T20:44:51Z
    date available2017-05-08T20:44:51Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A4%28360%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25714
    description abstractA high-resolution current profiler (HRCP), which belongs to a pulse-to-pulse coherent Doppler sonar, has been used to measure vertical profiles of turbulence parameters, such as the Reynolds stresses, eddy viscosity, production and dissipation rates, etc., and to test the parametrization of dissipation rate and eddy viscosity. The HRCP and automatic ascending/descending CTD are deployed during the autumn of 2001 for 24 h in a tidal estuary. Reliable velocities along the beams with HRCP are collected with 3 s intervals and a vertical resolution as fine as 0.03 m in the range 0.02–0.98 m above the bottom. Density profiles with the CTD are taken nominally every 30 sec. The turbulent velocity variables depend largely on the tidal phase; the variables during the ebb deviate from those in neutral equilibrium boundary layer. This deviation during the ebb presumably arises from the “inactive motion.” The stability function
    publisherAmerican Society of Civil Engineers
    titleStructure of Turbulent Flow in a Shallow Tidal Estuary
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:4(360)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian