TECHNICAL NOTES
Sep 1, 2006

Water Exchange and Sedimentation in an Estuarine Tidal Harbor Using Three-Dimensional Simulation

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 5

Abstract

Siltation is a permanent problem in harbors at tidal rivers and in estuaries requiring continuous maintenance dredging to guarantee safe navigation. Influencing currents and the sediment transport by alignment and specific structures can lead to a reduction of sedimentation. A three-dimensional numerical model was set up for the Weser River to simulate currents and the sediment transport in a brackish and tidal environment. The complex currents in a harbor in Bremerhaven were visualized, and the water exchange and the sedimentation were determined. Complex multidimensional boundary conditions were extracted from this regional model to run several detailed models with a different geometry, tidal condition, and salinity in a parametric study. The influence of these parameters on sedimentation in harbors was determined. Results of this parametric study were used to develop solutions to reduce sedimentation in harbors in a brackish tidal environment. The numerical model was capable of simulating the dominating hydrodynamic effects and sediment transport. The developed methodology can be used to minimize sedimentation in harbors.

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Acknowledgments

The study was part of a joint research project financed by the German Federal Ministry of Education and Research (Bundesministerium für Bildung und Forschung, BMBF). Good cooperation and provision of field data have been obtained from Professor H. Nasner, College of Engineering, Bremen, and the Federal Waterway Authority (WSA Bremerhaven) which are gratefully acknowledged. Thanks also go to the reviewers of this note.

References

Danish Hydraulic Institute (DHI). (2003a). Mike3 estuarine and coastal hydraulics and oceanography, mud transport module, Horsholm, Denmark.
Danish Hydraulic Institute (DHI). (2003b). Mike3 estuarine and coastal hydraulics and oceanography, scientific documentation, Horsholm, Denmark.
Langendoen, E. (1992). “Flow patterns and transport of dissolved matter in tidal harbours.” Communications on hydraulic and geotechnical engineering, University of Delft Press, Delft, The Netherlands.
Mehta, A. J. (1986). “Characterization of cohesive sediment properties and transport processes in estuaries.” Lecture notes on coastal estuarine studies, Vol. 14, Springer, Berlin.
Nasner, H. (1997). “Sedimentation in Tidehäfen, Phase 2.” Die Küste, Issue No. 59, 63–114.
Rohr, F. (1933). “Wasser- und Sinkstoff-Bewegungen in Fluss- und Seehäfen.” Dissertation, R. Oldenbourg, Munich, Germany.
Stoschek, O. (2004). “Sedimentation und Gegenmaßnahmen in tide- und brackwasserbeein-flussten Häfen: Eine Analyse mit Hilfe 3-dimensionaler Simulationen.” Dissertation, Mitteilungen des Franzius-Instituts, Germany, Issue No. 90.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132Issue 5September 2006
Pages: 410 - 414

History

Received: Apr 12, 2005
Accepted: Oct 26, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

Affiliations

Oliver Stoschek
Research Associate, Univ. of Hannover, Franzius-Institut for Hydraulic, Waterways and Coastal Engineering, Nienburger Str. 4, D-30167 Hannover, Germany. E-mail: [email protected]; presently, DHI Water and Environment, Wiesenstr. 10a, D-28857 Syke, Germany. E-mail: [email protected]
Claus Zimmermann, F.ASCE
Director, Univ. of Hannover, Franzius-Institut for Hydraulic, Waterways and Coastal Engineering, Nienburger Str. 4, D-30167 Hannover, Germany. (corresponding author). E-mail: [email protected]

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