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contributor authorA. Jacob Odgaard
date accessioned2017-05-08T20:38:44Z
date available2017-05-08T20:38:44Z
date copyrightOctober 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A10%281479%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22208
description abstractThere appears to be both experimental and theoretical support for the selection of a normal curve for the description of the armor-layer grain size distribution. The findings of this study indicate that if a sufficiently wide range of grain sizes is available in the bed-sediment material, the normal curve will be similar to that describing the statistical variation of the bed-shear stress, and its parameters (mean and standard deviation) will not depend on the original bed-material size distribution. However, it should be stressed that this conclusion is only tentative, as there obviously is a need for more research in this area, in particular with regard to the sampling procedure for armor layers.
publisherAmerican Society of Civil Engineers
titleGrain‐Size Distribution of River‐Bed Armor Layers
typeJournal Paper
journal volume110
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:10(1479)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
contenttypeFulltext


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