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contributor authorC. Kranenburg
contributor authorJ. D. Pietrzak
date accessioned2017-05-08T20:40:21Z
date available2017-05-08T20:40:21Z
date copyrightOctober 1989
date issued1989
identifier other%28asce%290733-9429%281989%29115%3A10%281352%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23062
description abstractA mathematical model and laboratory experiments are described that deal with two‐layer flow over small‐scale bottom topography in relatively shallow, (partially) stratified estuaries. The mathematical model is based on Boussinesq‐type equations, which in an approximate way account for vertical accelerations, and assumes quasi‐steady flow. The analysis includes the effect of turbulent friction at bottom and sidewalls. In the experiments the positions of the interface, horizontal velocities, and turbulence intensities are measured. An increase in turbulence level downstream of the obstacle is observed, and a fair agreement with predicted lee‐wave amplitudes, wavelengths, and wave damping is obtained.
publisherAmerican Society of Civil Engineers
titleInternal Lee Waves in Turbulent Two‐Layer Flow
typeJournal Paper
journal volume115
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1989)115:10(1352)
treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 010
contenttypeFulltext


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