2009
DOI: 10.1016/s1001-6279(10)60002-9
|View full text |Cite
|
Sign up to set email alerts
|

Effect of incoming sediment on the transport rate of bed load in mountain streams

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

3
23
0

Year Published

2010
2010
2024
2024

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 40 publications
(30 citation statements)
references
References 16 publications
3
23
0
Order By: Relevance
“…While, on the other hand, the sediment transport equations should be used with the representative diameter of the transported-bed-load, called "travelling bed-load" (sensu. Yu et al 2009). The method has been validated with independent data sets (Piton and Recking, in prep.…”
Section: Friction Law Equationmentioning
confidence: 99%
“…While, on the other hand, the sediment transport equations should be used with the representative diameter of the transported-bed-load, called "travelling bed-load" (sensu. Yu et al 2009). The method has been validated with independent data sets (Piton and Recking, in prep.…”
Section: Friction Law Equationmentioning
confidence: 99%
“…The opening angle of the deposition area was set to 30°, which is oriented at the opening angle of natural 20 alluvial deposition cones formed by continuous sediment supply (Parker et al, 1998). The here applied barriers resulted from previous experimental analysis (Schwindt et al, 2017a) with a longitudinal channel slope of Sₒ = 5.5 % which can be typically found in co-or non-alluvial mountain rivers Rosgen, 1994;Yu et al, 2009). …”
Section: Deposition Area With Guiding Channelmentioning
confidence: 99%
“…However, the sediment transport in such streams is often driven by the sediment supply from bed-external sources, as long as armour breaking does not occur. In such co-or nonalluvial channels, the fluvial sediment transport can be assessed in terms of the finer "traveling bed load" Yu et al, 2009). The characteristic grain size of the traveling bed load can be estimated by the grain size of sediment 5 bars along the channel banks upstream.…”
mentioning
confidence: 99%
“…There is a limit to the amount of fine grains that can be transported (Fazli et al, 2008;Wang et al, 2008;Ghodsian and Vaghefi, 2009;Yu et al, 2009). Thus, the erosion relation is (Cheng et al, 2000):…”
Section: Erosion Relationmentioning
confidence: 99%