Bedload Transport in Alluvial ChannelsSource: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010DOI: 10.1061/(ASCE)0733-9429(2003)129:10(783)Publisher: American Society of Civil Engineers
Abstract: Hydraulic, 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.
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contributor author | Miguel Bravo-Espinosa | |
contributor author | W. R. Osterkamp | |
contributor author | Vicente L. Lopes | |
date accessioned | 2017-05-08T20:44:26Z | |
date available | 2017-05-08T20:44:26Z | |
date copyright | October 2003 | |
date issued | 2003 | |
identifier other | %28asce%290733-9429%282003%29129%3A10%28783%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25460 | |
description abstract | Hydraulic, 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. | |
publisher | American Society of Civil Engineers | |
title | Bedload Transport in Alluvial Channels | |
type | Journal Paper | |
journal volume | 129 | |
journal issue | 10 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2003)129:10(783) | |
tree | Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 010 | |
contenttype | Fulltext |