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dc.contributor.authorZhixing Chen
dc.contributor.authorChangwei Bian
dc.contributor.authorWensheng Jiang
dc.contributor.authorYouyu Lu
dc.contributor.authorXinyan Mao
dc.contributor.authorXiaolei Liu
dc.contributor.authorTao Wang
dc.date.accessioned2023-04-12T18:24:27Z
dc.date.available2023-04-12T18:24:27Z
dc.date.copyright2022/10/04
dc.date.issued2022
dc.identifier.otherJTECH-D-21-0148.1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289608
dc.description.abstractA series of laboratory experiments are carried out to demonstrate the impacts of instrumented bottom frame legs on flow and turbulence. The magnitudes of vertical velocity, turbulent kinetic energy, dissipation, and shear stress induced by the frame legs depend on several factors, including the diameter and number of the frame legs, distances between the legs and the observational location, and the magnitude of the incoming flow and its direction with respect to the layout of the frame. In situ observations were carried out near the mouth of the Yellow River using two acoustic Doppler velocimeters mounted on a bottom frame. The estimated vertical velocity and turbulent kinetic energy dissipation rate show a significant asymmetry with flood and ebb tidal flows. This asymmetry can be partly explained by the influences of the bottom frame legs. Finally, the design and deployment principles of bottom frames are discussed for the purpose of reducing the impacts of the frame legs.
dc.publisherAmerican Meteorological Society
dc.titleImpacts of Instrumented Bottom Frame on Flow and Turbulence Measurements
dc.typeJournal Paper
dc.journal.volume39
dc.journal.issue10
dc.journal.titleJournal of Atmospheric and Oceanic Technology
dc.identifier.doi10.1175/JTECH-D-21-0148.1
dc.journal.fristpage1445
dc.journal.lastpage1456
dc.page1445–1456
dc.treeJournal of Atmospheric and Oceanic Technology:;2022:;volume( 039 ):;issue: 010
dc.contenttypeFulltext


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