A. V. Gulin (A tribute on the occasion of his 60th birthday)

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L. 1983. The bottom boundary layer of shelf seas. In: Physical Oceanography of Coastal and Shelf Seas. Johns, B. ), Elsevier, New York, 189-266. R. A. Huntley. 1995. Sea bed stress determinations using the inertial dissipation method and the turbulent kinetic energy method. Earth Surface Processes and Landforms, 20, 807-815. M. 1994. Settling velocities of mud aggregates in the Oosterschelde Tidal basin (The Netherlands), determined by a submersible video system. Estuarine, Coastal and Shelf Science, 39,549-564.

3). In the splitting mechanism, binary breakage is assumed with an equal probability of producing a child particle of any size. Obviously the other particle has a size such as that mass is conserved. tm are assumed to be primary particles and all particles larger than this size can be broken by splitting. v~ (14) where Ab is the splitting rate. Splitting Erosion Fig. 3. E. Neumann and T. Howes The erosion mechanism is shown in the right side of Fig. 3, and it is assumed that a small particle is detached from the surface.

J. 2004b. Observations of the properties of flocculated cohesive sediment in three western European estuaries. , M. B. Collins and C. ), Journal of Coastal Research, Special Issue, SI 41, 70-81. J. R. Dyer. 1999. A laboratory examination of floc characteristics with regard to turbulent shearing. Marine Geology, 160, 147-170. J. R. Dyer. 2002a. A comparison of floc properties observed during neap and spring tidal conditions. In: Fine Sediment Dynamics in the Marine Environment. C. and C. ), Elsevier, Amsterdam, 233250.

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