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contributor authorDavid Gaeuman
contributor authorLeonard Sklar
contributor authorYong Lai
date accessioned2017-05-08T22:06:47Z
date available2017-05-08T22:06:47Z
date copyrightMay 2015
date issued2015
identifier other28861199.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71600
description abstractSpatially variable channel geometry in natural rivers produces nonuniform flow and spatial gradients in the shear stress field. The travel distance required for the flow to acquire the capacity bedload concentration and attain a new equilibrium bedload transport rate upon encountering a region of higher or lower shear stress is defined as the bedload adaptation length (
publisherAmerican Society of Civil Engineers
titleFlume Experiments to Constrain Bedload Adaptation Length
typeJournal Paper
journal volume20
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001067
treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 005
contenttypeFulltext


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