2003
DOI: 10.1017/s0022112003003744
|View full text |Cite
|
Sign up to set email alerts
|

Integral methods for shallow free-surface flows with separation

Abstract: We study laminar thin film flows with large distortions in the free surface using the method of averaging across the flow. Two concrete problems are studied: the circular hydraulic jump and the flow down an inclined plane. For the circular hydraulic jump our method is able to handle an internal eddy and separated flow. Assuming a variable radial velocity profile like in Karman-Pohlhausen's method, we obtain a system of two ordinary differential equations for stationary states that can smoothly go through the j… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

10
113
0
1

Year Published

2003
2003
2022
2022

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 63 publications
(124 citation statements)
references
References 41 publications
(206 reference statements)
10
113
0
1
Order By: Relevance
“…Newton iteration then finds the steady solutions for fluid thickness η(r) and mean velocityū(r) shown in figure 10(a). The flow spreads out in a supercritical thin (η ≈ 1) fast flow before Bohr et al (1996), see also Watanabe, Putkaradze & Bohr (2003). Our model expressed in depth-averaged quantities resolves such non-trivial internal flow structures.…”
Section: Flow On a Flat Substrate Resolves A Radial Hydraulic Jumpmentioning
confidence: 57%
“…Newton iteration then finds the steady solutions for fluid thickness η(r) and mean velocityū(r) shown in figure 10(a). The flow spreads out in a supercritical thin (η ≈ 1) fast flow before Bohr et al (1996), see also Watanabe, Putkaradze & Bohr (2003). Our model expressed in depth-averaged quantities resolves such non-trivial internal flow structures.…”
Section: Flow On a Flat Substrate Resolves A Radial Hydraulic Jumpmentioning
confidence: 57%
“…2 Already from this one sees that a spherical solution, in equation (3), must have a different radial structure for the inner and outer solutions (because the only solutions are , Ϫ2), a p 1 and hence one may expect to find different density profiles in the central and outer regions. We point out that such a phenomenon as the simultaneous existence of two flow patterns is rather common in hydrodynamics; the simplest may be the hydraulic jump that is observed as a several centimeter large circular ring in any kitchen sink, when the flowing water goes from a profile to a constant (see Hansen et al 1997 and1/r Watanabe, Putkaradze, &Bohr 2003). We emphasize that a nonzero viscosity appears to be a necessary condition for the existence of these specific solutions, even though a fundamental understanding of how the microscopic physics (viscosity) can determine the macroscopic properties (the general flow pattern) is still generally missing in hydrodynamics.…”
Section: Solving N-s Equationsmentioning
confidence: 95%
“…However, the traditional technique used in literature [5,7,8,[15][16][17] has been to vertically average these equations to obtain an evolution equation for the height-profile. The evolution equation is usually derived using an additional self-similar assumption on the velocity-profile.…”
Section: Vertical Averaging the Blswementioning
confidence: 99%