GenCade Parameters: Difference between revisions
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{| class="prettytable" cellpadding="1" border="1" | {| class="prettytable" cellpadding="1" border="1" | ||
! Name !! Type/Value(s) | ! Name !! Type/Information !! Value(s)/Format | ||
|- | |- | ||
|colspan="3" align="left"| | |colspan="3" align="left"| | ||
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'''Parameters''' | '''Parameters''' | ||
|- | |- | ||
||X0,Y0 |||| | ||X0,Y0 || x-origin of grid, y-origin of grid|| | ||
|- | |- | ||
||AZIMUTH || Angle of the grid|| | |||
|- | |||
||NX || Number of alongshore grid cells || | |||
|- | |||
||DX || Cell size || | |||
|- | |||
||SIMDATS || Simulation start date || YYYYMMDD | |||
|- | |||
||SIMDATE || Simulation end date|| YYYYMMDD | |||
|- | |||
||DT || Model time step in hours|| | |||
|- | |||
||DTSAVE || Recorded model time step in hours|| | |||
|- | |||
||K1 || Longshore sand transport calibration coefficient|| 0.1<K1<1 | |||
|- | |||
||K2 || Longshore sand transport calibration coefficient|| 0.5K1<K2<1.5K1 | |||
|- | |||
||ISMOOTH || Size of the offshore smoothing window | 1 to N | |||
|- | |||
||HAMP || Height amplification factor | |||
|- | |||
||THETAAMP || Angle amplification factor | |||
|- | |||
||THETADEL || Angle offset | |||
|- | |||
||D50 || Medium sediment grain size | |||
|- | |||
||BERMHT || Berm height | |||
|- | |||
||DCLOS || Depth of closure | |||
|- | |||
||LBCTYPE, RBCTYPE || Left and right boundary condition type || 0 = pinned, 1 = gated, 3 = moving | |||
|- | |||
||LMOVY, RMOVY || Shoreline displacement at left and right moving boundary | |||
|- | |||
||LMOVPER, RMOVPER || Shoreline displacement time step at left and right moving boundary || 1 = per simulation, 2 = per day, 3 = per time step | |||
|- | |||
|colspan="3" align="left"| | |||
|} | |} | ||
Return to [[GenCade|GenCade Main Page.]] | Return to [[GenCade|GenCade Main Page.]] |
Revision as of 20:39, 12 November 2010
Name | Type/Information | Value(s)/Format |
---|---|---|
Input Files | ||
Projectname.gen | GenCade control file | |
Projectname.shi | Initial shoreline file | |
Projectname.shr | Regional contour file | |
Projectname.shdx | Variable grid resolution file | |
Output Files | ||
Projectname.prt | Print file | |
Projectname.slo | Calculated shorelines at specified output times | |
Projectname.qtr | Calculated inlet shoal volumes | |
Projectname.off | Calculated offshore contour | |
Projectname.mqn | Calculated mean net annual transport | |
Projectname.mql | Calculated mean annual transport rate to left | |
Projectname.mqr | Calculated mean annual transport rate to right | |
Parameters | ||
X0,Y0 | x-origin of grid, y-origin of grid | |
AZIMUTH | Angle of the grid | |
NX | Number of alongshore grid cells | |
DX | Cell size | |
SIMDATS | Simulation start date | YYYYMMDD |
SIMDATE | Simulation end date | YYYYMMDD |
DT | Model time step in hours | |
DTSAVE | Recorded model time step in hours | |
K1 | Longshore sand transport calibration coefficient | 0.1<K1<1 |
K2 | Longshore sand transport calibration coefficient | 0.5K1<K2<1.5K1 |
ISMOOTH | 1 to N | |
HAMP | Height amplification factor | |
THETAAMP | Angle amplification factor | |
THETADEL | Angle offset | |
D50 | Medium sediment grain size | |
BERMHT | Berm height | |
DCLOS | Depth of closure | |
LBCTYPE, RBCTYPE | Left and right boundary condition type | 0 = pinned, 1 = gated, 3 = moving |
LMOVY, RMOVY | Shoreline displacement at left and right moving boundary | |
LMOVPER, RMOVPER | Shoreline displacement time step at left and right moving boundary | 1 = per simulation, 2 = per day, 3 = per time step |
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