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5 CONCLUSIONS<br />

We began this chapter with an outline discussion on typical<br />

bedforms found in uni-directional flows, focusing particularly<br />

on sandwave morphology and traditional classification schemes.<br />

As discussed, established methods <strong>of</strong> modelling the flow over<br />

these bedforms have been by the extension <strong>of</strong> flat bed approaches<br />

which are totally inappropriate for flows featuring pronounced<br />

separation. More recently some basic concepts <strong>of</strong> shear layer<br />

dynamics have been incorporated, but there is presently no<br />

adequate engineering calculation method appropriate for these<br />

flows. It seems unlikely that Eulerian integral models and twoequation<br />

turbulence models alone will adequately reproduce the<br />

important features responsible for sediment capture and<br />

transport.<br />

Related developments have also been discussed, concerning the<br />

coherent eddy features responsible for sediment motion. Many<br />

aspects <strong>of</strong> this are now reasonably well understood and<br />

incorporated into modelling methodologies. However, there is<br />

still a need for introducing more refined methods such as have<br />

been developed for analogous aspects <strong>of</strong> bubbly flows; in<br />

particular Lagrangian calculations based on discrete vortex<br />

modelling, which can deliver a representation <strong>of</strong> the transient<br />

large eddies and their propensity for attracting and retaining<br />

particles.<br />

This study focuses specifically on this propensity for particle<br />

1-25

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