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From CSDMS
No but possible  +
0  +
Gainesville  +
No but possible  +
No but possible  +
Single Processor  +
United States  +
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23:30:13, 19 February 2009  +
AMASSED; STRATAFORM; EUROSTRATAFORM  +
AMASSED; STRATAFORM; EUROSTRATAFORM  +
Measured or artificially generated wave and current forcing. Floc diameter, density. Downslope gravity. Vertical grid mesh. Erodibility. Parameters for Bingham rheology.  +
mixture equations (derived from two-phase theory with fine sediment assumption). k-epsilon closure derived from two-phase theory. Bingham rheology. Floc property is based on fractal structure. Bottom boundary condition for mud is based on type I erosion.  +
Wave-current BL, lengthscale ~1 m nearbed, grid size ~1mm; Tidal BL: lengthscale 10 m, grid size 1cm  +
Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress.  +
Typical Matlab or Excell plotting  +
wave-current boundary layer and fluid mud transport. dilute suspension. wave-supported gravity-driven mudflow. turbulence modulation due to sediment. tidal-driven fluid mud transport. Floc dynamics. Rheology.  +
Wave-current BL: timescale ~10 min; time step ~0.01 sec; Tidal BL: timescale days and time step 10 s  +
This is a 1DV wave-phase resolving numericThis is a 1DV wave-phase resolving numerical model for fluid mud transport based on mixture theory with boundary layer approximation. The model incorporates turbulence-sediment interaction, gravity-driven flow, mud rheology, bed erodibility and the dynamics of floc break-up and aggregation.dynamics of floc break-up and aggregation.  +
Tian-Jian  +
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University of Florida  +
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Hsu  +
0  +
Coastal  +
As code  +
fluid mud transport  +
Single  +
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02:14:24, 17 September 2020  +
--  +
Wave-phase resolving numerical model for fluid mud transport  +
3523739394  +
365 Weil Hall  +
FL  +
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Fortran77  +
Few hours  +
Florida  +
Linux  +  and Windows  +
Model developer  +