D-R-A-F-T
QSI
Bed shear stress at which cohesive layers begin to
CI
erode in mass
RHO(i)
Fluid density at node I
FD
TCORR
Time to subtract from RMA2 time
TH
TEND
RMA2 time for last time step to use
TH
TETA
Crank-Nickolson theta
TT
THICKL
Layer thickness
CL
THOE
The consolidated dry density of deposits of this type
CI
of cohesive material at age = 1 yr.
TMAX
Max time for the simulation (dec hrs)
TZ
RHOI
Initial dry density of a deposit of this type of
CI
cohesive material
SACLL
Min sand grain size
SA
SACUL
Max sand grain size
SA
SGSA
Specific gravity of sand grain
SA
SPEC(j)
Sediment concentration array for each node j
BC
TAUCD
Critical shear stress for deposition
CC
TAUP
Bed shear stress at which cohesive particles begin to
CI
erode
TH(j)
Direction of eddy viscosity tensor for element J
GE
THKTYPE
Typical clay layer thickness for a given id type
CI
TTHICK
Sand bed thickness in meters
SB
TITLE
Character identifier for the run and all output files
T1-T2, T3
Volume of the lock (m3)
VOLLK
CS
VPEC(j)
Min velocity to use in computing effective diffusion
PE
VS(j)
Settling velocity at node J
WC
WNDSPD(j)
Wind speed for node j
BW
WNDIR(j)
Wind direction for node j
BW
WPFACT
Factor applied to the wave period
HW
WPLIM
Max allowable wave period (sec)
HW
WPVAR
Scaling factor for variance about he mean wave
HW
period
WTC
Water temperature in degrees centigrade
FT
XICMAX
Maximum value limit placed on transport potential
IC
associated with init concentration
XNVALU(j)
Manning's n-value for node J
HN and RD
XPEC(j)
Peclet number
PE
XSCALE
X-coordinate scale factor
GS
YSCALE
Y-coordinate scale factor
GS
68 Run Control
Users Guide To SED2D-WES
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