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{{Eingabedateien}} | {{Eingabedateien}} | ||
<big> | <div class="info_versionen"> | ||
'''Versions:''' | |||
* '''v2, for BlueM.Sim >= v0.10''' | |||
* [https://wiki.bluemodel.org/index.php?title=TRS-File&oldid=7526 v1, for BlueM.Sim <= v0.9] | |||
</div> | |||
<big>Transport elements (eg. river sections, pipes)</big> | |||
'' | ''also refer to [[Transportstrecken|Theory:Transport elements]]'' | ||
== | ==File== | ||
<bluem> | <bluem> | ||
*Transportelemente (*.TRS) | *Transportelemente (*.TRS) | ||
*========================= | *========================= | ||
VERSION=2 | |||
* | * | ||
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------| | *|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------| | ||
*| Bez | Kng | |Kng =1| | *| Bez |URB| Kng | |Kng =1| Kng = 2,5 | Kng 3 = offenes Gerinne | Kng = 4 | MQ | Temperatur | | ||
*| | |Laenge|Trans-| | *| | | |Laenge|Trans-| Rohrleitung FFP |Vorland --Links--- --Rechts--- | Kennlinie | | | | ||
*| | | |lation|P B/D Aquer Js kb | v Hoehe Breite Kst Breite Kst Js | Hoehe A-quer Qab | | | *| | | | |lation|P B/D Aquer Js kb ID | v Hoehe Breite Kst Breite Kst Js | Hoehe A-quer Qab | |Kng Tem JGG TGG Datei | | ||
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------| | *|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------| | ||
*| - | 1- | *| - |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 | | *| 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 | 3 | | | 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 | | | | | ||
| SEND | 1 | | | S005 | Y | 1 | 911 | 10 |1 2.0 1.998 1.5 | | | 0.05 | | | ||
*|------|-- | | SEND | N | 1 | 1 | 1440 | | | | 1 | 2 20 1 | | ||
*|-<-->-|-+-|-<->-|<---->|<---->|+<---><---><---><--->-<->|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>| | |||
</bluem> | </bluem> | ||
== | ==Explanations== | ||
''' | '''General''' | ||
*'''A''': | *'''A''': Identifier, must start with "S" | ||
*'''B''': | *'''B''': <span style="color:red;">???</span> | ||
*'''C''': | *'''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''' /<br/> | ||
*''' | '''Calculation method 5: Pipe calculated using non-linear Reservoirs | ||
*: 1: | *'''F''': Profile type [1-4]: | ||
*: 2: | *: 1: circle | ||
*: 2: egg (Norm-Ei H/B = 1,5) | |||
*: 3: Maul (Norm-Maul H/B = 0,75) | *: 3: Maul (Norm-Maul H/B = 0,75) | ||
*: 4: | *: (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''' <br/> | ||
*''' | An open channel profile is defined over several lines, each representing a horizon of the profile at the given height | ||
*''' | *'''L''': if <code>v</code>, 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 k<sub>st</sub> left (river)bank [m<sup>1/3</sup>/s] | ||
''' | *'''P''': width of the right (river)bank [m] | ||
*''' | *'''Q''': roughness coefficient k<sub>st</sub> right (river)bank [m<sup>1/3</sup>/s] | ||
*''' | *'''R''': bottom slope [‰] | ||
*''' | '''Calculation method 4: rating curve''' <br/> | ||
A rating curve is defined over several lines | |||
*'''S''': Water level [m] | |||
*'''T''': Cross-section area [m²] | |||
*'''U''': Discharge Q<sub>ab</sub> [m³/s] | |||
'''MQ''' | '''MQ''' | ||
*''' | *'''V''': Initial discharge [m³/s] | ||
: | :is additionally scaled with the parameter <code>Gerinneabfluss [% von MQ]</code> in the [[ALL-File]]! | ||
'''Temperature:''' | |||
*'''W''': Calculation method for temperature | |||
*: 1: Mean value with optional [[JGG-File | annual]] / [[WGG-File | weekly]] / [[TGG-File | daily]] pattern | |||
*: 2: Temperature from a time series | |||
*'''T1''': Mean temperature [°C] | |||
*'''T2''', '''T3''': Number of the utilized [[JGG-File | annual]] / [[TGG-File | daily]] pattern | |||
*'''T4''': File number of the utilized temperature time series (refer to [[EXT-File]]) | |||
==Notes== | ==Notes== | ||
The maximum number of lines that can be entered per transport element is '''26'''! (<code>TRS_MAXSTZ</code>) | The maximum number of lines that can be entered per transport element is '''26'''! (<code>TRS_MAXSTZ</code>) | ||
[[ | [[Category:BlueM.Sim input files]] |
Latest revision as of 01:58, 8 April 2023
BlueM.Sim | Download | Application | Theory | Development
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. river sections, 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
)