TECHNICAL PAPERS
Nov 1, 1997

Three-Dimensional Computation of Flow around Groyne

Publication: Journal of Hydraulic Engineering
Volume 123, Issue 11

Abstract

The three-dimensional (3D) numerical simulation of a steady, shallow turbulent flow around a groyne in a rectangular channel is presented. A method used to track a moving surface boundary and to follow its evolution, using a one-phase 3D Reynolds solver with rigid grids, by means of a transient fraction of fluid or “porosity” field is applied. Some results are compared with experimental data, such as the isolines of water depths and the mean velocity field. A comparison of the reattachment length prediction using the free-surface model and the rigid-lid assumption is given. Other results concerning the pressure field, turbulence, or shear stress distribution are presented and analyzed.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Alvarez, J. A. (1989). “Design of groins and spur dikes.”Proc., 1989 Nat. Conf. on Hydr. Eng., ASCE, New York, N.Y., 296–301.
2.
Barbarutsi, S., Ganoulis, J., and Chu, V. H.(1989). “Experimental investigation of shallow recirculation flows.”J. Hydr. Eng., ASCE, 115(7), 906–924.
3.
Brinckmann, M., and Holtz, K. P. (1990). “Three-dimensional modelling of recirculation behind a groyne.”Proc., 1990 Nat. Conf. on Hydr. Eng., ASCE, New York, N.Y., 1091–1096.
4.
Celik, I., and Rodi, W.(1984). “Simulation of free-surface effects on turbulent channel flows.”Physico-Chem. Hydrodyn., 5(3/4), 217–227.
5.
Elder, J. W.(1959). “The dispersion of marked fluid in turbulent shear flow.”J. Fluid Mech., Cambridge, U.K., 5(4), 544–560.
6.
Harlow, F. H., and Welch, J. E.(1965). “Numerical calculation of time-dependent viscous incompressible flow of fluid with free-surfaces.”Phys. of Fluids, 8(12), 2182–2189.
7.
Hirt, C. W., and Nichols, B. D.(1981). “Volume of fluid (VOF) method for the dynamics of free boundaries.”J. Comp. Phys., 39, 201–225.
8.
Holtz, K. P. (1991). “Numerical simulation of recirculating flow at groynes.”Computer methods in water resources, C. A. Brebbia, D. Ouazar, and D. Ben Sari, eds., Vol. 2, No. 2, Springer Verlag, New York, Inc., New York, N.Y., 463–477.
9.
Laufer, J. (1951). “Investigation of turbulent flow in a two-dimensional channel.”Rep. No. 1053, Nat. Advisory Com. on Aeronautics, Washington D.C.
10.
Mayerle, R., Toro, F. M., and Wang, S. S. Y.(1995). “Verification of a three-dimensional numerical model simulation of the flow in the vicinity of spur dikes.”J. Hydr. Res., Delft, The Netherlands, 33(2), 243–256.
11.
Ouillon, S. (1993). “Modélisation mathématique de l'hydrodynamique à surface libre et du transport de Matières En Suspension non cohésives, aide à l'interprétation d'images spatiales,” PhD thesis, IMFT, Institut National Polytechnique de Toulouse, France (in French).
12.
Ouillon, S., and Dartus, D. (1993). “A porosity method to compute 3D turbulent free surface flows.”Computational modelling of free and moving boundary problems, L. C. Wrobel and C. A. Brebbia, eds., Vol. 2, Computational Mechanics Publications, Southampton, England, 177–189.
13.
Ouillon, S., and Le Guennec, B. (1996). “Modelling non cohesive suspended sediment transport in 2D vertical free surface flows.”J. Hyd. Res., Delft, The Netherlands, 34(2), 219–236 (in French).
14.
Patankar, S. V. (1980). Numerical heat transfer and fluid flow. Series in, Computational Methods in Mechanics and Thermal Sciences, Minkowycz and Sparrow, eds., Hemisphere, New York, N.Y.
15.
Patankar, S. V., and Spalding, D. B.(1972). “A calculation procedure for heat, mass and momentum transfer in three-dimensional parabolic flows.”Int. J. Heat Mass Transfer, 15, 1787–1806.
16.
Prandtl, L. (1942). “Bemerkungen zur Theorie der freien Turbulenz.”Zeitschrift für Angewandte Mathematik und Mechanik, 22, 241–243 (in German).
17.
Rastogi, A. K., and Rodi, W.(1978). “Prediction of heat and mass transfer in open channels.”J. Hydr. Div., ASCE, 104(3), 397–420.
18.
Rodi, W. (1980). Turbulence models and their applications in hydraulics—a state of the art review. International Association for Hydraulic Research, Delft, The Netherlands.
19.
Tanguy, J. M., Dhatt, G., Frenette, M., and Monadier, P. (1989). “La modélisation du transport solide par charriage à l'aide d'un modèle aux éléments finis.”La Houille Blanche, Paris, France, 3–4, 263–267 (in French).
20.
Tingsanchali, T., and Maheswaran, S.(1990). “2-D depth-average flow computation near groyne.”J. Hydr. Eng., ASCE, 116(1), 71–86.
21.
Van Rijn, L. C.(1984). “Sediment transport, Part I: Bed load transport.”J. Hydr. Eng., ASCE, 110(10), 1431–1456.
22.
Zhou, S. V., and Zhang, S. N. (1989). “Application of the HH-SIMPLE algorithm for the numerical simulation of some free surface flow problems for 3-Dimensional situations.”Hydraulic and environmental modelling of coastal, estuarine and river waters, R. A. Falconer, P. Goodwin, and R. G. S. Matthew, eds., Gower Technical, Aldershot, U.K., 526–535.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 123Issue 11November 1997
Pages: 962 - 970

History

Published online: Nov 1, 1997
Published in print: Nov 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Sylvain Ouillon
Asst. Prof., Laboratoire de Sondages Electromagnétiques de l'Environnement Terrestre, Univ. of Toulon Var, BP 132, 83957 La Garde cedex, France.
Denis Dartus
Asst. Prof., Institut de Mecanique des Fluides, 2 av. C. Soula, 31400 Toulouse, France.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share