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Residual flow, bedforms and sediment transport in a tidal channel modelled with variable bed roughness.
- Source :
-
Geomorphology . Oct2017, Vol. 295, p855-872. 18p. - Publication Year :
- 2017
-
Abstract
- The frictional influence of the seabed on the tidal flow in shelf seas and estuaries is usually modelled via a prescribed, spatially/temporally invariant drag coefficient. In practice, the seabed exhibits considerable variability, particularly spatially, that should in principle be included in simulations. Local variations in the seabed roughness (k s ) alter the flow strength and, hence, local sediment transport rates. The effect of using a spatially/temporally varying k s is assessed here with reference to a tidal channel (Menai Strait, N. Wales) in which the variability of the bedforms has been monitored using multi-beam surveying. The channel not only exhibits strong tidal flow, but also a residual induced flow that is used here as diagnostic to assess various bed roughness formulations tested in a Telemac model. Tidal simulations have been carried out with both constant and temporally/spatially variable k s , and the predicted residual flow is shown to be sensitive to these representations. For a mean spring-neap (SN) cycle with variable k s , the average residual flow is calculated to be 525 m 3 s − 1 , consistent with observations. This residual flow can be recovered using imposed, constant values of k s in the range 0.15 m to 0.3 m. The results suggest that the overall, effective roughness of the seabed is less than half of the maximum local roughness due to the dunes in mid-channel, but more than the spatially-averaged k s value in the channel as a whole by about 50%. Simulations carried out with an M 2 -alone tide using variable k s produce a somewhat smaller (by 7%) residual flow of 491 m 3 s − 1 . The use of an ‘equivalent M 2 ’ tide of amplitude enhanced by 7.3% reconciles these estimates. The main contribution to k s is made by dunes which are modelled using Van Rijn's (2007) formulation subject to an additional ‘history effect’. The modelled k s is found to equal approximately the observed height of the dunes along mid-channel transects rather than half the height as expected. This is attributed to the non-equilibrium nature of the bedforms in the reversing tidal flow, which exhibited shorter wavelength and more symmetrical profiles than dunes in steady flow. [ABSTRACT FROM AUTHOR]
- Subjects :
- *BED load
*SEDIMENT transport
*OCEAN bottom
*SAND dunes
*TIDAL friction
Subjects
Details
- Language :
- English
- ISSN :
- 0169555X
- Volume :
- 295
- Database :
- Academic Search Index
- Journal :
- Geomorphology
- Publication Type :
- Academic Journal
- Accession number :
- 125175374
- Full Text :
- https://doi.org/10.1016/j.geomorph.2017.08.029