1997
DOI: 10.1061/(asce)0733-9429(1997)123:1(58)
|View full text |Cite
|
Sign up to set email alerts
|

Ripples on Stream Bed

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

7
81
2

Year Published

2012
2012
2017
2017

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 111 publications
(91 citation statements)
references
References 16 publications
7
81
2
Order By: Relevance
“…The most comprehensive predictor for current-generated, wavegenerated and combined-flow bedforms was proposed by Soulsby et al (2012). Other widely used bedform predictors were proposed by Haque & Mahmood (1985), Baas (1993), van Rijn (1993, Julien & Klaassen (1995), Raudkivi (1997) and Karim (1999) for unidirectional currents, and by Nielsen (1981), van Rijn (1993), Wiberg & Harris (1994), Malarkey & Davies (2003), Grasmeijer & Kleinhans (2004), Williams et al (2004Williams et al ( , 2005, Camenen & Larson (2006), Yan et al (2008), Camenen (2009), Pedocchi & Garcia (2009) and Nelson et al (2013) for oscillatory currents.…”
Section: Bedforms In Non-cohesive Sedimentmentioning
confidence: 99%
“…The most comprehensive predictor for current-generated, wavegenerated and combined-flow bedforms was proposed by Soulsby et al (2012). Other widely used bedform predictors were proposed by Haque & Mahmood (1985), Baas (1993), van Rijn (1993, Julien & Klaassen (1995), Raudkivi (1997) and Karim (1999) for unidirectional currents, and by Nielsen (1981), van Rijn (1993), Wiberg & Harris (1994), Malarkey & Davies (2003), Grasmeijer & Kleinhans (2004), Williams et al (2004Williams et al ( , 2005, Camenen & Larson (2006), Yan et al (2008), Camenen (2009), Pedocchi & Garcia (2009) and Nelson et al (2013) for oscillatory currents.…”
Section: Bedforms In Non-cohesive Sedimentmentioning
confidence: 99%
“…Where, V = Flow velocity, d= flow depth, s = specific gravity of particle and d 50 = mean diameter of particle.It was found that N * < 80 defines the occurrence of ripples for most of the observed flows with ripple beds in the laboratory data Guy et al (1966) and (R * = 10-20 for ripples), proposed by Raudkivi (1997 …”
Section: Introductionmentioning
confidence: 87%
“…In these studies, the geometry of bed ripples was found to be function turbulent flow structure and shear stress parameters (Hurthet et al, 2007(Hurthet et al, , 2011Thorn et al, 2009). Raudkivi (1997) pointed out that the ripples and vortices within the shear layer are affected by the flow depth, velocity distribution and shear stress on the bed. Despite more than three decades of investigation, there is still insufficient information to characterize ripple-flow interaction in adequate detail and over a range of turbulent flow conditions.…”
Section: A Keshavarzi Et Al: Frequency Pattern Of Turbulent Flow Anmentioning
confidence: 99%