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Full text: Modelling of marine dispersion and transfer of radionuclides accidentally released from land based facilities

89 ?? ?? ?? = (1 ? ?) ??? (?) ?? + ? ??? (?) ?? (III-10) where ?AW and ?IW are atmospheric stresses directly imposed on water and stresses between ice and water, respectively. They have to be specified in the x and y directions. The turbulent heat ?ux through water surface is: ??? ?? ?? = ?? ????? (III-11) where FT is the heat ?ux from the water and it includes long wave radiation [III-8], latent and sensible heat [III-9]. A simple ice dynamic–thermodynamic submodel that is applicable for simulation of the seasonal cycle of moving ice in the coastal seas is used by THREETOX [III-4, III-10]. The ice submodel describes momentum balance, ice rheology, mass balance, ice concentration and ice strength and is described in detail in Ref. [III-3]. III-3. SEDIMENT TRANSPORT The model simulates the transport of non-cohesive and cohesive sediments, as well as a mixture of fractions of di?erent sizes of cohesive/non-cohesive sediments. The sediments are transported in the water layer as suspended sediments. Suspended sediment transport is described by the advection–di?usion equation, taking into account settling velocity of sediment grains: ???? ? ?? + ? ???? ? ?? + ? ???? ? ?? + ?? ????) ???? ? ?? = ? ?? (??? ???? ? ?? ? + ? ?? ??? ???? ? ?? ? + ? ?? ??? ???? ? ?? ? (III-12) where ???? is the concentration of i-th fraction of sediment in the water column, and ??? is the settling velocity of solid particles. At the free surface z = ?, zero vertical sediment ?ux is assumed, i.e.: ?? ????????? = ??? ???? ? ?? (III-13) The bottom boundary condition describes sediment resuspension or settling down depending on the ratio between equilibrium and actual near bottom suspended sediment concentration. The vertical ?ux of suspended sediments at the bottom z = ?H + zb is equal to the di?erence of the resuspension and sedimentation rates: ??? ???? ? ?? +?????? ? = ??? ? ??? (III-14) where ??? and ??? are sedimentation and resuspension rates, respectively. They are calculated according to empirical formulae for non-cohesive sediments [III-11] and cohesive sediments [III-12, III-13].
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