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contributor authorIehisa Nezu
contributor authorAkihiro Kadota
contributor authorHiroji Nakagawa
date accessioned2017-05-08T20:42:55Z
date available2017-05-08T20:42:55Z
date copyrightSeptember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A9%28752%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24496
description abstractTurbulence measurements over a smooth wall in unsteady depth-varying open-channel flows were conducted by the simultaneous use of a two-component laser Doppler anemometer (LDA) and a water-wave gauge. In the present study, velocity measurements in the viscous sublayer of highly unsteady flow have been first conducted to evaluate the friction velocity independently of the log-law. The von Kármán constant κ was calculated using this friction velocity. It was proven then that the value of κ was really a constant of 0.41 even in unsteady open-channel flows. Next, statistical structures of mean velocity and turbulence characteristics were investigated across the whole flow from the near-wall region up to the free surface. In particular, turbulence measurements near the depth-varying water-surface zone of flood flow were conducted successfully for the first time with the LDA; such measurements have been impossible with conventional velocity instruments such as hot-film anemometers. Mean velocity profiles and turbulence characteristics were revealed in both the rising and the falling stages of the flood period.
publisherAmerican Society of Civil Engineers
titleTurbulent Structure in Unsteady Depth-Varying Open-Channel Flows
typeJournal Paper
journal volume123
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:9(752)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
contenttypeFulltext


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