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contributor authorBas Hofland
contributor authorJurjen A. Battjes
contributor authorRobert Booij
date accessioned2017-05-08T20:45:14Z
date available2017-05-08T20:45:14Z
date copyrightSeptember 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A9%28770%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25969
description abstractBed protections are usually characterized by low-mobility transport conditions and nonequilibrium turbulence profiles. As the present knowledge of the influence of turbulence on stability of cover layer units is minimal, an in-depth investigation was undertaken regarding the influence of turbulence on the stability of rough granular beds. Detailed measurements of (fluctuating) pressures on a bed element are used to evaluate certain concepts that are often used in modeling the entrainment of bed material from hydraulically rough beds. Three pressure transducers are placed in a cube that is part of a rough granular bed under open-channel flow, and velocities are measured using laser Doppler velocimetry. The measurements show that the magnitude of the fluctuating pressure at a certain point of the cube is a function of the exposure relative to the stones upstream of the cube. A quadrant analysis reveals that the drag force is not only directly dependent on the horizontal near-bed velocity, but on the vertical velocity as well. Further, the effect of small-scale eddies shedding from the stone during large-scale increases of longitudinal velocity is shown. The fact that large-scale velocity fluctuations create a large part of the pressure (or force) variance indicates that downstream of a roughness transition these fluctuations have to be taken into account in order to evaluate the stability of the bed.
publisherAmerican Society of Civil Engineers
titleMeasurement of Fluctuating Pressures on Coarse Bed Material
typeJournal Paper
journal volume131
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:9(770)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
contenttypeFulltext


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