2008
DOI: 10.1016/j.csr.2008.09.011
|View full text |Cite
|
Sign up to set email alerts
|

Application of laser anemometry for measuring critical bed shear stress of sediment core samples

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
5
0

Year Published

2010
2010
2024
2024

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 9 publications
(5 citation statements)
references
References 20 publications
0
5
0
Order By: Relevance
“…The lack of consolidation and presence of cohesive material between the non‐cohesive material may explain the proposed relationship in Fig. a (e.g., Araújo et al ; Mier and Garcia ), because τ cr required to lift the sediments has to be sufficiently strong (increasing ϴ cr ) to overcome the cohesive forces.…”
Section: Discussionmentioning
confidence: 98%
“…The lack of consolidation and presence of cohesive material between the non‐cohesive material may explain the proposed relationship in Fig. a (e.g., Araújo et al ; Mier and Garcia ), because τ cr required to lift the sediments has to be sufficiently strong (increasing ϴ cr ) to overcome the cohesive forces.…”
Section: Discussionmentioning
confidence: 98%
“…More recently, Araujo et al (2008) tested cohesive sediment samples in a small circular flume. Velocity profiles were measured with a laser Doppler velocimetry (LDV) system, similar to the one presented in this work.…”
Section: Summary Of Previous Studies Found In the Literaturementioning
confidence: 99%
“…The range of bed shear stress values required to entrain cohesive sediments is more difficult to generalise as it depends on parameters such as grain size, sand to mud ratio, water content, mineralogical composition and even biological activity in the bed. Whilst flocculation means that muds typically have a higher critical threshold bed shear stress than the finest sands, various studies have shown that they usually have threshold values ≪0.5 Nm − 2 (Whitehouse et al, 2000;Araújo et al, 2008).…”
Section: Sediment Transportmentioning
confidence: 99%