Tuflow and estry manual Version 3
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- Bu səhifədəki naviqasiya:
- E.2CS Tables (1D)
- E.3HS Tables (1D)
- E.4NA Tables (1D)
- E.5QS Tables (1D)
- E.6RF Tables and QTR Entries (1D)
- E.7VG Tables (1D)
- Appendix FCommand Indexes
E.1BG Tables (1D)Bridge Identification Line
Height Table For Bridge Coefficients
Bridge Backwater Coefficients
E.2CS Tables (1D)A CS Table consists of one line identifying the table, and optional other lines defining the section. The first line contains a 2 character identifier “CS”, up to 3 other flag characters, 2 integers and a floating point number, in the format (A2,3A1,2I5,5X,F10.0). The other lines contain floating-point numbers in (8F10.0) format. No particular order is required for these tables, although each table must be complete, with elevations in ascending order. CS Tables are read using the “CS Data” command (see Section B.6). Identification Line (A2,3A1,2I5,5X,F10.0)
Height Table (8F10.0) (Not Required If R Flag Is Given)
Width Table (8F10.0) (Not Required If R Flag Is Given)
Area Table (8F10.0) (Only If The A Flag Is Given)
Wetted Perimeter Table (8F10.0) (Only If The P Flag Is Given)
Manning's n Factor Table (8F10.0) (Only If The F Flag Is Given)
Manning's n Table (8F10.0) (Only If The N Flag Is Given)
E.3HS Tables (1D)Sinusoidal Head Identification Line (A2, 3X, I5, 10X, F10.0)
Sinusoidal Head Data (6F10.0)
E.4NA Tables (1D)A fixed field NA table consists of one line identifying the table, and other lines defining the variation in surface area with height. The first line contains a 2-character identifier “NA”, up to two flag characters, 2 integers and a floating-point number, in the format (A2, 3A1, 2I5, 5X, F10.0). The other lines contain floating-point numbers in (8F10.0) format. No particular order is required for these tables, although each table must be complete, with elevations in ascending order. NA Tables are read using the “NA Data” command (see Section B.6). Identification Line (A2, 3A1, 2I5, 5X, F10.0)
Height Table (8F10.0) (Not Required If R Flag Is Given)
Surface Area Table (8F10.0) (Not Required If R Flag Is Given)
E.5QS Tables (1D)Fixed Inflow Boundary Condition Line (A2, 3X, I5, 10X, 2F10.0)
E.6RF Tables and QTR Entries (1D)RF tables allow input of an inflow boundary condition using a standard rainfall temporal pattern and an area to produce flows. This method is referred to as “splogging” and is used primarily on floodplains and the actual nodal areas of the nodes where it is fair to assume that excess rainfall becomes runoff instantaneously (with respect to the time step) over the area. Rainfall versus Time Identification Line
Time Table
Rainfall Boundary Condition Table
Direct Inflow Vs Time Identification Line
E.7VG Tables (1D)Two lines are required for each variable geometry channel. The first line contains a two-character identifier, and an integer, in a (A2, 3X, I5) format, while the second line contains 8 floating-point numbers in (8F10.0) format. Line 1 – Variable Geometry Identification (A2, 3X, I5)
Line 2 – Variable Geometry Channel Data (8F10.0)
Depth Scour Rate = RSD x (U - VID)ID for U > VID and Depth < DLM Lateral Scour Rate = RSW x (U - VIW)IW for U > VIW and Width < WLM where U = channel velocity Appendix FCommand IndexesIndex of .tcf File Commands Index of .tgc File Commands Index of .ecf File Commands Index of .tbc File Commands Index of .tcf File Commands Adjust 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 Index of .ecf File Commands Apply All Inverts BC Database BC Event Name BC Event Text BG BG Data Bridge Flow Check MI Save Date Check MI Save Ext Create Nodes CS CS Data CSV Format CSV Time Conveyance Calculation Culvert Flow Depth Limit Factor EB Data End Time Flow Area Froude Check Froude Depth Adjustment Head Rate Creep Factor Head Rate Limit Head Rate Limit Minimum Log Folder M11 Network MI Projection Minimum NA Momentum Equation NA NA Data Order Output Output Folder Output Interval Output Times Same as 2D Pit Channel Offset Read File Read Materials File Read MI BC Read MI IWL Read MI Network Read MI Table Links Read MI WLL Read MI WLL Points Relative Resistance S Channel Approach Set IWL Snap Tolerance Start Output Start Time Storage Above Structure Obvert Structure Losses Timestep Trim XZ Profiles Vel Rate Creep Factor Vel Rate Limit Vel Rate Limit Minimum VG VG Data WLL Additional Points WLL Adjust XS Width WLL Approach Write CSV Online Write Check Files Write Empty MI Files XS Database Index of .tgc File Commands Allow Dangling Z Lines Cell Size Default Land Z External Bndy Grid Size (N,M) Grid Size (X,Y) Interpolate Interpolate ZC Orientation Orientation Angle Origin Pause When Polyline Does Not Find Zpt Read File Read MI Read MI Code Read MI Location Read MI [ Mat | IWL | CnM | Fric | WrF ] Read MI Z Line Read MI Zpts Read MID [ Code | Mat | IWL | CnM | Fric | WrF ] Read MID Grid Read MID Zpts Read TGF Set [ Code | Mat | IWL | CnM | Fric | WrF ] Set Zpt Stop Write MI Domain Write MI Grid Write MI Zpts ZC == MIN(ZU,ZV) Index of .tbc File Commands BC Database BC Event Name BC Event Text Global Rainfall Area Factor Global Rainfall BC Global Rainfall Continuing Loss Global Rainfall Initial Loss Read MI BC Read MI SA Unused HX and SX Connections Yüklə 4,62 Mb. Dostları ilə paylaş:
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