TRS-File
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Input files · ALL SYS · FKT KTR · EXT JGG WGG TGG · TAL HYA TRS EIN URB VER RUE BEK EZG FKA · BOA BOD LNZ EFL · DIF
Versions:
- v2, for BlueM.Sim >= v0.10
- v1, for BlueM.Sim <= v0.9
Transport elements (eg. rivers, pipes)
also refer to Theory:Transport elements
File
*Transportelemente (*.TRS) *========================= VERSION=2 * *|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------| *| Bez |URB| Kng | |Kng =1| Kng = 2,5 | Kng 3 = offenes Gerinne | Kng = 4 | MQ | Temperatur | *| | | |Laenge|Trans-| Rohrleitung FFP |Vorland --Links--- --Rechts--- | Kennlinie | | | *| | | | |lation|P B/D Aquer Js kb ID | v Hoehe Breite Kst Breite Kst Js | Hoehe A-quer Qab | |Kng Tem JGG TGG Datei | *|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------| *| - |Y/N| 1-5 | m | min | m m^2 o/oo mm | m m m^.3/s m m^.3/s o/oo | m m^2 m^3/s | m^3/s |1/2 °C - - Nummer | *|-<-->-|-+-|-<->-|<---->|<---->|+<---><---><---><--->-<->|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>| *| A | B | C | D | E |F G H I J K | L M N O P Q R | S T U | V | W T1 T2 T3 T4 | | S100 | N | 3 | 1 | | | 0 0.009 38.2 1.813 26 2 | | 1 | 2 20 1 | | | | | | | | 0.5 0.009 38.2 2 38.2 | | | | | | | | | | | 0.981 0.446 26 2.211 34 | | | | | | | | | | | 0.994 0.452 26 2.313 34 | | | | | | | | | | | 1.133 1.443 34 3.403 34 | | | | | | | | | | | 1.152 1.578 34 4.983 34 | | | | | | | | | | | v 1.253 3.195 34 13.394 34 | | | | | S005 | Y | 1 | 911 | 10 |1 2.0 1.998 1.5 | | | 0.05 | | | SEND | N | 1 | 1 | 1440 | | | | 1 | 2 20 1 | *|-<-->-|-+-|-<->-|<---->|<---->|+<---><---><---><--->-<->|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|
Explanations
General
- A: Identifier, must start with "S"
- B: ???
- C: Calculation method [1-5]
- D: Length [m]
Calculation method 1: translation
- E: Translation time [min]
- The translation time is always rounded down to a multiple of the simulation time step!
- If the translation time is shorter than the simulation time step, no translation will take place!
Calculation method 2: Pipe calculated using Kalinin-Miljukov /
Calculation method 5: Pipe calculated using non-linear Reservoirs
- F: Profile type [1-4]:
- 1: circle
- 2: egg (Norm-Ei H/B = 1,5)
- 3: Maul (Norm-Maul H/B = 0,75)
- (implemented but faulty 4: rectangle)
- G: diameter (or width)
- H: cross-section area
- I: bottom slope [‰]
- J: roughness
- K: ID of the free-form profile to use (see FFP-File)
Calculation type 3: open channel
An open channel profile is defined over several lines, each representing a horizon of the profile at the given height
- L: if
v
, this horizon is considered part of the flood plain - M: height of the horizon [m]
- N: width of the left (river)bank [m]
- O: roughness coefficient kst left (river)bank [m1/3/s]
- P: width of the right (river)bank [m]
- Q: roughness coefficient kst right (river)bank [m1/3/s]
- R: bottom slope [‰]
Calculation method 4: rating curve A rating curve is defined over several lines
- S: Water level [m]
- T: Cross-section area [m²]
- U: Discharge Qab [m³/s]
MQ
- V: Initial discharge [m³/s]
- is additionally scaled with the parameter
Gerinneabfluss [% von MQ]
in the ALL-File!
Temperature:
- W: Calculation method for temperature
- T1: Mean temperature [°C]
- T2, T3: Number of the utilized annual / daily pattern
- T4: File number of the utilized temperature time series (refer to EXT-File)
Notes
The maximum number of lines that can be entered per transport element is 26! (TRS_MAXSTZ
)