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contributor authorMiguel Bravo-Espinosa
contributor authorW. R. Osterkamp
contributor authorVicente L. Lopes
date accessioned2017-05-08T20:44:26Z
date available2017-05-08T20:44:26Z
date copyrightOctober 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A10%28783%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25460
description abstractHydraulic, sediment, land-use, and rock-erosivity data of 22 alluvial streams were used to evaluate conditions of bedload transport and the performance of selected bedload-transport equations. Transport categories of transport-limited (TL), partially transport-limited (PTL), and supply-limited (SL) were identified by a semiquantitative approach that considers hydraulic constraints on sediment movement and the processes that control sediment availability at the basin scale. Equations by Parker et al. in 1982, Schoklitsch in 1962, and Meyer-Peter and Muller in 1948 adequately predicted sediment transport in channels with TL condition, whereas the equations of Bagnold in 1980, and Schoklitsch, in 1962, performed well for PTL and SL conditions. Overall, the equation of Schoklitsch predicted well the measured bedload data for eight of 22 streams, and the Bagnold equation predicted the measured data in seven streams.
publisherAmerican Society of Civil Engineers
titleBedload Transport in Alluvial Channels
typeJournal Paper
journal volume129
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:10(783)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010
contenttypeFulltext


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