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

97 The erosion ?ux for cohesive sediments is formulated using [IV-6]: ?? = ??(1 ? ?)?? ? ?? ???,? ? 1? ?? ?? > ???,? (IV-15) where ?cd is the critical shear stress for the deposition of cohesive sediments and ?cr,0 is the critical shear stress for the erosion of cohesive sediments. For the mixture of cohesive and non-cohesive sediments the assumptions made by [IV-7] were followed. This is based on the parameter of critical cohesive sediment fraction in the seabed. Erosion of mixtures of cohesive (mud) and non-cohesive sediments (sand) is independent if clay content is below critical. Above critical clay content, the bed behaves cohesively. In the non-cohesive regime, exchange of sand and mud with bottom is independent, whereas in a cohesive regime an erosion of mud and sand occurs simultaneously as cohesive sediment. The deposition is an independent process for cohesive and non-cohesive sediments. Cohesive sediments are able to form ?ocs that may have a larger e?ective diameter than primary particle size and, therefore, larger settling velocity. The equilibrium model is used to calculate ?oc size and settling velocity [IV-8]: ?? = (?????)? ????? ? ? ?? ? ???.?????.??? (IV-16) where Re = WsD/? is the Reynolds number, ? is water kinematic viscosity, DF is the diameter of original particles and: ? = ?? + ??? ??? ? ?? (IV-17) with ? = ?? ?? , where ? is dissipation rate, kA and kB are parameters describing aggregation and ?oc break-up respectively. IV-4. 3-D RADIONUCLIDE DISPERSION MODEL IV-4.1. Eulerian model The equations for the temporal variations of dissolved radionuclide concentrations in the water column (Bq/m3), for the concentration of particulate phase radionuclides for each sediment size class i in the water column (Bq/m3), for the bottom layer averaged concentration of radionuclide in the pore water (Bq/m3) and for concentration of particulate phase of radionuclide for each sediment size class i in the sediment (Bq/kg of sediments) are written in Cartesian coordinates as: ?? ? ?? + ??? ???? = ????(??? ? ??,???,????? ? ???) ? ???? + ????(???) (IV-18) ??,? ? ?? + ??? ???,?? = ??,? ???,? ? ?? + ?????????,?? ??,?? ? ??,?? ? ? ???,?? + ????(??,?? ) (IV-19) ????? ? ?? = ???????(??) ? ???? ? ???????(1 ? ?)(??? ? ??,?????? ?? ? ???)???? (IV-20)
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