2013
DOI: 10.2478/johh-2013-0036
|View full text |Cite
|
Sign up to set email alerts
|

On the applicability of minimum channel length criterion for roll-waves in mud-flows

Abstract: Abstract:The paper addresses the prediction of roll-waves occurrence in mud-flows. The spatial growth of a point-wise disturbance is analytically described, based on the linearized flow model of a Herschel and Bulkley fluid, in the neighborhood of an initial uniform base condition. The theoretical achievements allow to generalize to mud-flows the minimum channel criterion commonly used for the prediction of roll-waves in clear-water. The applicability of the criterion is discussed through the comparison with l… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

2
5
0

Year Published

2014
2014
2024
2024

Publication Types

Select...
8

Relationship

1
7

Authors

Journals

citations
Cited by 20 publications
(7 citation statements)
references
References 46 publications
2
5
0
Order By: Relevance
“…Such finding is in accordance with the experimental results of Forterre & Pouliquen (2003). Additionally, a minimal channel length ( min L ) is necessary for the propagation of stabilized roll waves (Di Cristo et al, 2013a). Both generation criteria ( min Fr Fr > , and…”
Section: Introductionsupporting
confidence: 88%
See 1 more Smart Citation
“…Such finding is in accordance with the experimental results of Forterre & Pouliquen (2003). Additionally, a minimal channel length ( min L ) is necessary for the propagation of stabilized roll waves (Di Cristo et al, 2013a). Both generation criteria ( min Fr Fr > , and…”
Section: Introductionsupporting
confidence: 88%
“…Value attributed in the numerical test. (2) All minimal channel lengths min L(Di Cristo et al, 2013a) were verified.…”
mentioning
confidence: 99%
“…2(a) shows that the waves amplitude increases linearly at the entrance of the channel and then reaches a finite constant. The roll-waves generation depend on the length of the channel, as indicated by Di Cristo et al [33]. This saturation is accompanied by steep fronts, similar to those shown in Fig.…”
Section: Finite Amplitude 2-d Wavessupporting
confidence: 76%
“…[9,[12][13][14]38]), but rather limitedly to analyze the performance of simplified flood routing models. Di Cristo et al [15] and Di Cristo et al [16] analyzed the performance of three different approximations, i.e.…”
Section: Introductionmentioning
confidence: 99%