Tuflow and estry manual Version 3
Appendix A.tcf File Commands
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- A.1Geographic Reference Commands (.tcf)
Appendix A.tcf File CommandsAdjust Head at Estry Interface Apply Wave Radiation Stresses Apply Wind Stresses BC Control File BC Database BC Event Name BC Event Text Bed Resistance Values Calibration Points MI File Cell Wet/Dry Depth Cell Side Wet/Dry Depth Cell Size Check Inside Grid Check MI Save Date Check MI Save Ext CSV Time Depth/Ripple Height Factor Limit Display Water Level End 2D Domain End Time ESTRY Control File Excel Start Date Extrapolate Heads at Flow Boundaries First Sweep Direction Free Overfall Free Overfall Factor Froude Check Froude Depth Adjustment Geometry Control File Global FC Ch Factor Global Weir Factor HX ZC Check Instability Water Level Latitude Log Folder Map Output Data Types Map Output Format Map Output Interval Mass Balance Output MI Projection Null Cell Checks Number Iterations Oblique Boundary Alignment Oblique Boundary Method Output Folder Recalculate Chezy Interval Read File Read Materials File Read MI FC Read MI GLO Read MI IWL Read MID IWL Read MI LP Read MI PO Read Restart File Screen/Log Display Interval Set IWL Shallow Depth Weir Factor Cut Off Depth Shallow Depth Weir Factor Multiplier Snap Tolerance Start 2D Domain Start Map Output Start Time Start Time Series Output Start Wind Output at Time Store Maximums and Minimums Supercritical SX ZC Check Time Series Output Interval Timestep Timestep During Warmup Unused HX and SX Connections Viscosity Coefficient Viscosity Formulation Warmup Time Water Level Checks Wave Period Wetting and Drying Wind Output Interval Write Check Files Write Empty MI Files Write PO Online Write Restart File at Time Write Restart File Interval Zero Negative Depths in SMS A.1Geographic Reference Commands (.tcf)Latitude == [ {0} | MI Projection == [ <.mif file> | ] 8 Snap Tolerance == [ {0.001} | BC Control File == <.tbc_file> 17 Check MI Save Date == [ {ERROR} | WARNING | OFF ] 17 Check MI Save Ext == [ {.tab} | End 2D Domain 18 ESTRY Control File [ {} | Auto] == <.ecf_file> 18 Geometry Control File == <.tgc_file> 18 Log Folder == Output Folder == Read File == Start 2D Domain == [ {} | <2d_domain_name> ] 19 Write Check Files == [ Write Empty MI Files == [ {} | End Time == Number Iterations == [ {2} | Start Time == Timestep == Timestep During Warmup == [ {timestep} | Warmup Time == [ {0} | Calibration Points MI File == <.mif/.mid_file> 37 Display Water Level == Map Output Data Types == [ d E F {h} q R SS t {V} Z1 Z2 Z3 ZH ] 37 Map Output Format == [ {SMS} | SMS WITH LAND CELLS | RMA2 ] 38 Map Output Interval == Mass Balance Output == [ ON | {OFF} ] 38 Read MI GLO == <.mif/.mid_file > 39 Screen/Log Display Interval == [ {1} | Start Map Output == Store Maximums and Minimums == [ ON | ON MAXIMUMS ONLY | {OFF} ] 39 Zero Negative Depths in SMS == [ {ON} | OFF ] 40 Bed Resistance Values == [ {MANNING N} | MANNING M | CHEZY ] 48 Depth/Ripple Height Factor Limit == [ {10} | Read Materials File == Recalculate Chezy Interval == [ {0} | Global FC Ch Factor == [ {0.8} | Read MI FC == <.mif/.mid_file> 57 CSV Time == [ {DAYS} | HOURS ] 65 Excel Start Date == Read MI LP == <.mif/.mid_file> 65 Read MI PO == <.mif/.mid_file> 65 Start Time Series Output == Time Series Output Interval == Write PO Online == [ ON | {OFF} ] 66 Read MI IWL == <.mif/.mid_file> 74 Read MID IWL == <.mid_file> 74 Set IWL == Read Restart File == <.trf_file> 82 Write Restart File at Time == Write Restart File Interval == [ {0} | Cell Side Wet/Dry Depth == [ {0.03} | Cell Wet/Dry Depth == [ {0.05} | HX ZC Check == [ {ON} | OFF ] 91 SX ZC Check == [ {ON} | OFF ] 92 Wetting and Drying == [ {ON} | ON NO SIDE CHECKS | OFF ] 92 Free Overfall == [ {ON} | ON WITHOUT WEIRS | OFF ] 100 Free Overfall Factor == [ {0.8} | Froude Check == [ {1} | Froude Depth Adjustment == [ {ON} | OFF ] 101 Global Weir Factor == [ {1.0} | Shallow Depth Weir Factor Cut Off Depth == [ {0} | Shallow Depth Weir Factor Multiplier == [ {1} | Supercritical == [ {ON} | OFF | PRE 2002-11-AD ] 102 Viscosity Coefficient == [ {1} | Viscosity Formulation == [ {CONSTANT} | SMAGORINSKY ] 110 Cell Size == First Sweep Direction == [ AUTOMATIC | {POSITIVE} | NEGATIVE ] 118 Instability Water Level == [ {see_below} | Water Level Checks == [ {ON} | OFF ] 126 BC Database == <.csv_file> 134 BC Event Name == BC Event Text == Adjust Head at Estry Interface == [ {ON} | ON VARIABLE | OFF ] 143 Check Inside Grid == [ {ERROR} | WARNING | OFF ] 143 Extrapolate Heads at Flow Boundaries == [ ON | {OFF} ] 143 Null Cell Checks == [ ON | {OFF} ] 144 Oblique Boundary Alignment == [ {NEAREST TO LINE} | CENTRE TO CENTRE ] 144 Oblique Boundary Method == [ {ON} | ON METHOD 2 | OFF ] 144 Unused HX and SX Connections == [ {ERROR} | WARNING ] 145 Apply Wind Stresses == [ ON | ON VARIABLE | {OFF} ] 153 Start Wind Output at Time == Wind Output Interval == Apply Wave Radiation Stresses == [ ON | {OFF} ] 161 Wave Period == 161 MI Projection == 9 Snap Tolerance == [ {0.001} | Check MI Save Date == [ {ERROR} | WARNING | OFF ] 17 Check MI Save Ext == [ {.tab} | CSV Format == [ HORIZONTAL | {VERTICAL} ] 17 CSV Time == [ {DAYS} | HOURS ] 17 Log Folder == Output Folder == Read File == Write CSV Online == [ ON | {OFF} ] 18 Write Empty MI Files == [ {} | Write Check Files == [ Bridge Flow == [ {Method A} | Method B ] 27 Culvert Flow == [ Method A | {Method B} ] 27 End Time == Froude Check == [ {1} | Froude Depth Adjustment == [ {ON} | OFF ] 28 Head Rate Creep Factor == [ Head Rate Limit == [ ON | {OFF} | Head Rate Limit Minimum == [ Start Time == Structure Losses == [ ADJUST | {FIX} ] 29 Timestep == Vel Rate Creep Factor == [ Vel Rate Limit == [ Vel Rate Limit Minimum == [ Order Output == [ {ON} | OFF ] 38 Output Interval [ {} | (s) ] == Output Times Same as 2D == [ {ON} | OFF ] 38 Read MI WLL == <.mif/.mid_file> 39 Read MI WLL Points == <.mif/.mid_file> 39 Start Output == WLL Additional Points == [ {0} | WLL Adjust XS Width == [ {ON} | OFF ] 39 WLL Approach == [ {Method A} | Method B ] 39 Apply All Inverts == [ ON | {OFF} ] 48 Conveyance Calculation == [ {CHANGE IN RESISTANCE} | ALL PARALLEL ] 48 Create Nodes == [ {ON} | OFF ] 48 Depth Limit Factor == [ {1} | Flow Area == [ {EFFECTIVE} | TOTAL ] 49 M11 Network == <.nwk11_file> 50 Minimum NA == [ {0} | Momentum Equation == [ PRE 2003-08-AD ] 50 Pit Channel Offset == [ {10} | Read MI Network == <.mif/.mid_file> 50 Read MI Table Links == <.mif/.mid_file> 50 Read Materials File == Relative Resistance == [ {RELATIVE} | MATERIAL ] 51 S Channel Approach == [ PRE 2004-06-AA ] 51 Storage Above Structure Obvert == [ {CHANNEL WIDTH} | Trim XZ Profiles == [ ON | {OFF} ] 52 XS Database == [ BG | CS | NA | VG ].... ! Fixed Field Flags 60 BG Data == CS Data == NA Data == VG Data == Read MI IWL == <.mif/.mid_file> 69 Set IWL == BC Database == <.csv_file> 77 BC Event Name == BC Event Text == EB Data == Read MI BC == <.mif/.mid_file> 78 Cell Size == Grid Size (N,M) == Grid Size (X,Y) == Orientation == Orientation Angle == Origin == Read MI Location == <.mif/.mid_file> 10 Read TGA == <.tga_file> 18 Read TGF == <.tgf_file> 18 External Bndy == Read MI [ MAT | IWL | CnM | FRIC | WrF | FLC ] == Read MI Code [ {} | BC ] == Read MID [ CODE | MAT | IWL | CnM | FRIC | WrF | FLC ] == Read MID Grid == Set [ CODE | MAT | IWL | CnM | FRIC | WrF ] == Write MI Domain == <.mif/.mid_file> 29 Write MI Grid == <.mif/.mid_file> 29 Allow Dangling Z Lines == [ ON | {OFF} ] 38 Default Land Z == Interpolate ZC [ {} | ALL ] [ {} | LOWER ] 38 Interpolate [ ZHC | ZUVC ] [ {} | ALL ] [ {} | AFTER ] 39 Pause When Polyline Does Not Find Zpt == [ ON | {OFF} ] 39 Read MI Z Line [ {} | RIDGE or MAX | GULLY or MIN | HX ] [ {} | CC ] [ {} | THICK ] [ {} | ADD ] == Read MI Zpts [ {} | ADD | MAX | MIN ] == Read MID Zpts [ {} | ADD | MAX | MIN ] == Set Zpt == Write MI Zpts == ZC == MIN(ZU,ZV) 42 Read File == Stop 51 BC Database == <.csv_file> 9 BC Event Name == BC Event Text == Global Rainfall Area Factor == [ {1.0} | Global Rainfall BC == Global Rainfall Continuing Loss == [ {0} | Global Rainfall Initial Loss == [ {0} | Read MI BC == <.mif/.mid_file> 10 Read MI SA [ {} | Rainfall ] == <.mif/.mid_file> 11 Unused HX and SX Connections == [ {ERROR} | WARNING ] 11 Latitude == [ {0} | (Optional) Sets the latitude used for calculating the Coriolos term in the shallow water equations. Negative value indicates south of the equator. A zero value disables the Coriolos term. MI Projection == [ <.mif file> |
(Optional but recommended) Sets the geographic projection for all GIS input and output. If this command is omitted, TUFLOW searches for a file “Header.mif” in each folder it opens GIS files, and extracts the projection from this file. The “Header.mif” file is any GIS layer in the correct projection exported in MIF/MID format. If no “Header.mif” file is found, non-earth coordinates are assumed.
To enter a projection line from a mif file, follow these steps:
Example: MI Projection == CoordSys Earth Projection 8, 13, "m", 153, 0, 0.9996, 500000, 10000000 Bounds (-7745874.38492, 1999.40969607) (8745874.38492, 19998000.5903) Note: All GIS layers read by TUFLOW MUST USE this projection. The projection must be a Cartesian based projection, not a spherical projection such as Latitude/Longitude. Snap Tolerance == [ {0.001} | (Optional) Sets the search distance in metres for detecting whether two GIS objects are connected (snapped). Introduced in Build 2005-05-AN. Yüklə 4,62 Mb. Dostları ilə paylaş:
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