GenCade Parameters: Difference between revisions
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||DCLOS || Depth of closure | ||DCLOS || Depth of closure | ||
|- | |- | ||
||LBCTYPE, RBCTYPE || Left and right boundary condition type || 0 = pinned | ||LBCTYPE, RBCTYPE || Left and right boundary condition type || 0 = pinned | ||
1 = gated | |||
3 = moving | |||
|- | |- | ||
||LMOVY, RMOVY || Shoreline displacement at left and right moving boundary | ||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 | ||LMOVPER, RMOVPER || Shoreline displacement time step at left and right moving boundary || 1 = per simulation | ||
2 = per day | |||
3 = per time step | |||
|- | |- | ||
||LGROINY, RGROINY || Length of groin from shoreline to seaward tip for left and right gated boundary | |||
|- | |||
||ISWBEG, ISWEND || Beginning and ending grid cell for seawall | |||
|- | |||
||SWY1, SWY2 || Distance from grid baseline for beginning and ending grid cells for seawall | |||
|- | |||
||BFDATS || Date beach fill begun || YYYYMMDD | |||
|- | |||
||BFDATE || Date beach fill completed || YYYYMMDD | |||
|- | |||
||IBFS, IBFE || Grid cell number of starting and ending beach fill location | |||
|- | |||
||YADD || Amount of shoreline advance (advance of berm) | |||
|- | |||
||IXDG || Grid cell number of diffracting jetty or groin | |||
|- | |||
||IXNDG || Grid cell number of nondiffracting jetty or groin | |||
|- | |||
||YDG || Length of diffracting jetty or groin | |||
|- | |||
||YNDG || Length of nondiffracting jetty or groin | |||
|- | |||
||PDG || Permeability of diffracting jetty or groin || 0-1 | |||
|- | |||
||PNDG || Permeability of nondiffracting jetty or groin || 0-1 | |||
|- | |||
||DDG || Seaward depth of diffracting jetty or groin | |||
|- | |||
||IINLS, IINLE || Beginning and ending grid cell number of inlet | |||
|- | |||
||IBYPL1, IBYPL2 || Beginning and ending grid cell number of left bypassing | |||
|- | |||
||IBYPR1, IBYPR2 || Beginning and ending grid cell number of right bypassing | |||
|- | |||
||VVSE || Initial ebb shoal volume | |||
|- | |||
||VVSF || Initial flood shoal volume | |||
|- | |||
||VVSBL || Initial left bypassing bar | |||
|- | |||
||VVSBR || Initial right bypassing bar | |||
|- | |||
||VVSAL || Initial left attachment bar | |||
|- | |||
||VVSAR || Initial right attachment bar | |||
|- | |||
||VVSEQ || Equilibrium ebb shoal volume | |||
|- | |||
||VVSFQ || Equilibrium flood shoal volume | |||
|- | |||
||VVSBQL || Equilibrium left bypassing bar | |||
|- | |||
||VVSBQR || Equilibrium right bypassing bar | |||
|- | |||
||VVSAQL || Equilibrium left attachment bar | |||
|- | |||
||VVSAQR || Equilibrium right attachment bar | |||
|- | |||
||YINLL, YINLR || Left and right bypassing coefficients || Greater than 0 | |||
|- | |||
||IMOR || Shoal to be dredged || 1 = Left attachment | |||
2 = Left bypass | |||
3 = Ebb shoal | |||
4 = Flood shoal | |||
5 = Right bypass | |||
6 = Right attachment | |||
|- | |||
||IDREDS || Beginning date of dredging event || YYYYMMDD | |||
|- | |||
||IDREDE || Ending date of dredging event || YYYYMMDD | |||
|- | |||
||DRDAY || Number of days of dredging event | |||
|- | |||
||DREDV || Volume to be dredged | |||
|- | |||
|colspan="3" align="left"| | |colspan="3" align="left"| | ||
|} | |} | ||
Return to [[GenCade|GenCade Main Page.]] | Return to [[GenCade|GenCade Main Page.]] |
Revision as of 21:19, 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 |
LGROINY, RGROINY | Length of groin from shoreline to seaward tip for left and right gated boundary | |
ISWBEG, ISWEND | Beginning and ending grid cell for seawall | |
SWY1, SWY2 | Distance from grid baseline for beginning and ending grid cells for seawall | |
BFDATS | Date beach fill begun | YYYYMMDD |
BFDATE | Date beach fill completed | YYYYMMDD |
IBFS, IBFE | Grid cell number of starting and ending beach fill location | |
YADD | Amount of shoreline advance (advance of berm) | |
IXDG | Grid cell number of diffracting jetty or groin | |
IXNDG | Grid cell number of nondiffracting jetty or groin | |
YDG | Length of diffracting jetty or groin | |
YNDG | Length of nondiffracting jetty or groin | |
PDG | Permeability of diffracting jetty or groin | 0-1 |
PNDG | Permeability of nondiffracting jetty or groin | 0-1 |
DDG | Seaward depth of diffracting jetty or groin | |
IINLS, IINLE | Beginning and ending grid cell number of inlet | |
IBYPL1, IBYPL2 | Beginning and ending grid cell number of left bypassing | |
IBYPR1, IBYPR2 | Beginning and ending grid cell number of right bypassing | |
VVSE | Initial ebb shoal volume | |
VVSF | Initial flood shoal volume | |
VVSBL | Initial left bypassing bar | |
VVSBR | Initial right bypassing bar | |
VVSAL | Initial left attachment bar | |
VVSAR | Initial right attachment bar | |
VVSEQ | Equilibrium ebb shoal volume | |
VVSFQ | Equilibrium flood shoal volume | |
VVSBQL | Equilibrium left bypassing bar | |
VVSBQR | Equilibrium right bypassing bar | |
VVSAQL | Equilibrium left attachment bar | |
VVSAQR | Equilibrium right attachment bar | |
YINLL, YINLR | Left and right bypassing coefficients | Greater than 0 |
IMOR | Shoal to be dredged | 1 = Left attachment
2 = Left bypass 3 = Ebb shoal 4 = Flood shoal 5 = Right bypass 6 = Right attachment |
IDREDS | Beginning date of dredging event | YYYYMMDD |
IDREDE | Ending date of dredging event | YYYYMMDD |
DRDAY | Number of days of dredging event | |
DREDV | Volume to be dredged | |
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