Abstract
A two-dimensional tidal model for shallow waters using measured velocity cross-profiles on the open boundaries is described. Comparisons of numerical results with measured field-data are performed. The influence of model parameters on the calculated flow fields is discussed.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Hansen, W. (1956) Theorie zur Errechnung des Wasserstandes und der Strömungen in Randmeeren nebst Anwendungen. Tellus, 8.
Nehlsen, A. (1982) Berechnung und Messung horizontaler Strömungsfelder in Tideflûssen. Dissertation, Universität Hamburg (GKSS external report, tobe published).
Smoot, H.F. Novak, C.E. (1969) Measurement of discharge by the moving boat method, US Geological Survey Techniques, Water Resources Inv., book 3, chap. A 11.
Wasser- und Schiffahrtsamt Bremerhaven (1980) Current measurement data (unpublished).
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1982 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Nehlsen, A., Michaelis, W., Müller, A. (1982). Tidal River Flow Calculations with Measured Velocities on the Open Boundaries. In: Holz, K.P., Meissner, U., Zielke, W., Brebbia, C.A., Pinder, G., Gray, W. (eds) Finite Elements in Water Resources. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-02348-8_34
Download citation
DOI: https://doi.org/10.1007/978-3-662-02348-8_34
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-662-02350-1
Online ISBN: 978-3-662-02348-8
eBook Packages: Springer Book Archive