TECHNICAL PAPERS
Jan 1, 1999

3D Numerical Simulation of Turbulent Shallow-Water Flow in Square Harbor

Publication: Journal of Hydraulic Engineering
Volume 125, Issue 1

Abstract

Three-dimensional computations of a homogeneous shallow-water cavity flow in a square harbor were carried out. The turbulent flow was driven by a stationary current in an adjacent model river. The standard single-length-scale k-ε turbulence was found to underestimate the effective horizontal eddy viscosity in the mixing layer. To model the nonisotropic behavior of the flow, a two-length-scale turbulence model has been implemented by adding a depth-averaged k-ε model to the existing numerical model TRISULA. This model accounts for large scale turbulence generated in the mixing layer by horizontal shear. Comparison with experimental results showed a significant improvement of the computational results while the increase in computational costs was negligible.

Get full access to this article

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

References

1.
Babarutsi, S., and Chu, V. H. ( 1991). “A two-length-scale model for quasi-two-dimensional turbulent shear flows.” Refined flows: modelling, Vol. C, International Association of Hydraulic Research, Delft, The Netherlands, 53–60.
2.
Bijvelds, M. D. J. P. ( 1997). “Recirculating steady flow in harbours: comparison of numerical computations to laboratory measurements.” Tech. Rep. 1-97, Delft University of Technology, Delft, The Netherlands.
3.
Booij, R. ( 1986). “Measurements of exchanges between river and harbor.” Tech. Rep. 9-86, Delft University of Technology, Delft, The Netherlands (in Dutch).
4.
Booij, R. ( 1989). “Depth averaged k-ε-model in ODYSSEE.” Tech. Rep. 1-89, Delft University of Technology, Delft, The Netherlands.
5.
Booij, R. ( 1991). “Eddy viscosity in a harbour.” Refined flows: modelling, Vol. C, International Association of Hydraulic Research, Delft, The Netherlands, 81–90.
6.
Dursthoff, W. ( 1970). “On the quantitative exchange between river and harbour.” Tech. Rep. 34, Technical University of Hannover, Hannover, Germany.
7.
Hinze, J. ( 1975). Turbulence . Mc-Graw Hill, New York.
8.
Langendoen, E. J. ( 1992). “Flow patterns and transport of dissolved matter in tidal harbours,” PhD thesis, Delft University of Technology, Delft, The Netherlands.
9.
Langendoen, E. J., and Kranenburg, C. ( 1993). “Simulation of unsteady flow in harbors.” Advances in hydro-science and -engineering, Vol. 1, 1612–1617.
10.
Langendoen, E. J., Booij, R., and Kranenburg, C. (1994). “Flow patterns and exchange of matter in tidal harbours.”J. Hydr. Res., Delft, The Netherlands, 32(2), 259–270.
11.
Leonard, B. P., and Drummond, J. E. ( 1995). “Why you should not use `hybrid,' `power-law' or related exponential schemes for convective modelling—there are much better alternatives.” Int. J. for Numer. Methods in Fluids, 20, 421–442.
12.
Rodi, W. ( 1980). Turbulence models and their applications in hydraulics: a state of the art review . International Association of Hydraulic Research, Delft, The Netherlands.
13.
Rohr, F. ( 1933). “Movement of water and sediment in harbours on rivers and seas,” PhD thesis, Technical University of Karlsruhe, Karlsruhe, Germany (in German).
14.
TRISULA manual, release 2 . (1994). Delft Hydraulics, Delft, The Netherlands.
15.
Tukker, J. ( 1997). “Turbulence structures in shallow free-surface mixing layers,” PhD thesis, Delft University of Technology, Delft, The Netherlands.
16.
Uijttewaal, W. S. J., and Tukker, J. ( 1998). “Development of quasi 2-D structures in shallow free-surface turbulence with lateral shear.” Exper. in Fluids, 24, 192–200.
17.
Uittenbogaard, R. E., van Kester, J. A. Th. M., and Stelling, G. S. ( 1992). “Implementation of three turbulence models in TRISULA for rectangular horizontal grids.” Tech. Rep. Z162, Delft Hydraulics Laboratory, Delft, The Netherlands.
18.
Vollmers, H. J. ( 1963). “Systematics of the measures to decrease the sedimentation of suspension in harbours on rivers,” PhD thesis, Technical University of Karlsruhe, Karlsruhe, Germany (in German).
19.
Vreugdenhil, C. B., and Koren, B., eds. ( 1993). Numerical methods for advection-diffusion problems: notes on numerical fluid mechanics . Vieweg, Braunschweig, Wiesbaden, Germany.
20.
Westrich, B. ( 1977). “Exchange of mass in steady flows with dead zones.” Tech. Rep. SFB 80 ET/80, Technical University of Karlsruhe, Karlsruhe, Germany (in German).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 125Issue 1January 1999
Pages: 26 - 31

History

Received: Sep 16, 1997
Published online: Jan 1, 1999
Published in print: Jan 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Marco D. J. P. Bijvelds
PhD Student, Hydromech. Section, Dept. of Civ. Engrg., Delft Univ. of Technol., P.O. Box 5048, 2600 GA, Delft, The Netherlands. E-mail: [email protected]
Assoc. Prof., Hydromech. Section, Dept. of Civ. Engrg., Delft Univ. of Technol., P.O. Box 5048, 2600 GA, Delft, The Netherlands. E-mail: [email protected]
Prof., Hydromech. Section, Dept. of Civ. Engrg., Delft Univ. of Technol., P.O. Box 5048, 2600 GA, Delft, The Netherlands. E-mail: [email protected]

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