Tuflow and estry manual Version 3
B.7Initial Water Level (IWL) Commands (.ecf)
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B.7Initial Water Level (IWL) Commands (.ecf)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 Read MI IWL == <.mif/.mid_file> (1D & 2D/1D. Optional) Reads initial water level elevations at nodes from a 1d_iwl GIS layer. The 1d_iwl layer contains points snapped to nodes in the 1d_nwk layer(s). The first attribute of the layer must be the initial water level as a number (float or decimal). The layer can define any number of the nodes (it does not need to define all the nodes). The command can be used any number of times to access more than one 1d_iwl layer. Set IWL == (1D & 2D/1D. Optional) Sets the initial water level at all nodes to Yüklə 4,62 Mb. Dostları ilə paylaş:
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