The analysis of density jumps in two-layer channel flows of miscible fluids controlled by a downstream obstruction, in which one of the layers is infinitely deep and at rest, is extended to consider the dependence of its features on its streamwise dimension. The momentum conservation equation in the entrainment and roller regions, and the energy conservation equation after the jump are corrected to account for friction. The streamwise coordinate is related to the increase in the density layer height through a linear expression derived from CFD calculations. Three regimes are distinguished: (1) for short distances from the origin to the obstruction, only an entrainment region exists; (2) for medium distances, two regions can be distinguished, i.e., the entrainment region, and the roller region, in which no entrainment is assumed; and (3) for long distances, three regions can be distinguished—the entrainment, the roller, and the postjump regions, characterized by approximate energy conservation. It is shown that initially the dimensionless total entrainment ratio increases as the distance to the obstruction increases, until a roller region appears. A further increase in distance to the obstruction does not have a significant effect on the total entrainment, until the appearance of a postjump region, resulting in a gradual decrease in the total entrainment. These results are supported by numerical calculations using the FLUENT CFD software package, which are in good agreement with experimental results.

1.
Regev
,
A.
,
Hassid
,
S.
, and
Poreh
,
M.
, 2006, “
Calculation of Entrainment in Density Jumps
,”
Environ. Fluid Mech.
1567-7419,
6
, pp.
407
424
.
2.
Wilkinson
,
D. L.
, and
Wood
,
I. R.
, 1971, “
A Rapidly Varied Flow Phenomenon in a Two-Layer Flow
,”
J. Fluid Mech.
0022-1120,
47
, pp.
241
256
.
3.
Wood
,
I. R.
, and
Simpson
,
J. E.
, 1984, “
Jumps in Layered Miscible Fluids
,”
J. Fluid Mech.
0022-1120,
140
, pp.
329
342
.
4.
Baddour
,
R. E.
, and
Abbink
,
H.
, 1983, “
Turbulent Underflow in a Short Channel of Limited Depth
,”
J. Hydraul. Eng.
0733-9429,
109
(
5
), pp.
722
740
.
5.
Baddour
,
R. E.
, 1987, “
Hydraulics of Shallow and Stratified Mixing Channel
,”
J. Hydraul. Eng.
0733-9429,
113
(
5
), pp.
630
645
.
6.
Hassid
,
S.
,
Regev
,
A.
, and
Poreh
,
M.
, 2007, “
Turbulent Energy Dissipation in Density Jumps
,”
J. Fluid Mech.
0022-1120,
572
, pp.
1
12
.
7.
Baddour
,
R. E.
, 1987, “
A Stratified Mixing Channel: Theory and Experiment
,”
Proceedings of the National Conference on Hydraulic Engineering
, Williamsburg, VA, pp.
135
140
.
8.
FLUENT 6.3.26 Users Guide, 2006.
9.
Leschziner
,
M. A.
, 1979, “
Numerical Prediction of the Internal Density Jump
,”
Proceedings of the 18th Congress IAHR Hydraulic Engineering in Water Resources Development and Management
, Italy, Vol.
3B
.
10.
McGuirk
,
J. J.
, and
Papadimitriou
,
C.
, 1985, “
Buoyant Surface Layers Under Fully Entraining and Internal Hydraulic Jump Conditions
,”
Proceedings of the Fifth Symposium on Turbulent Shear Flows
, Cornell University.
11.
Regev
,
A.
, 2006, “
Analysis of Density Jumps
,” D.Sc. thesis, Faculty of Civil and Environmental Engineering, Technion, Israel Institute of Technology, Haifa, Israel (in Hebrew).
12.
Engelund
,
F.
, 1981, “
A Simple Theory of Weak Hydraulic Jumps
,” Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, ISVA Progress Report No. 54.
13.
Valiani
,
A.
, 1997, “
A Linear and Angular Momentum Conservation in Hydraulic Jumps
,”
J. Hydraul. Res.
0022-1686,
35
(
3
), pp.
323
355
.
14.
U.S. Bureau of Reclamation
, 1955, “
Research Studies on Stilling Basins, Energy Dissipators, and Associated Appurtenances
,” Hydraulic Laboratory Report No. Hyd. 399.
15.
Chow
,
V. T.
, 1959,
Open Channel Hydraulics
,
McGraw-Hill
,
New York
, p.
398
.
16.
Regev
,
A.
, and
Hassid
,
S.
, 2007, “
On the Velocity and Density Profiles in Density Jumps
,”
Proceedings of the Congres Francais de Mecanique
, Grenoble, France.
You do not currently have access to this content.