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{{Eingabedateien}}
{{Eingabedateien}}


<big>Transportstrecken</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>


''siehe auch [[Transportstrecken|Theorie:Transportstrecken]]''
''also refer to [[Transportstrecken|Theory:Transport elements]]''


==Datei==
==File==
<bluem>
<bluem>
*Transportelemente (*.TRS)
*Transportelemente (*.TRS)
*=========================
*=========================
VERSION=2
*
*
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|
*|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------|
*|  Bez | Kng |      |Kng =1|     Kng = 2         |      Kng 3 = offenes Gerinne          |      Kng = 4      |  MQ  |
*|  Bez |URB| Kng |      |Kng =1|     Kng = 2,5          |      Kng 3 = offenes Gerinne          |      Kng = 4      |  MQ  |    Temperatur        |
*|      |    |Laenge|Trans-|     Rohrleitung      |Vorland  --Links---  --Rechts---      |      Kennlinie    |        |
*|      |  |    |Laenge|Trans-|   Rohrleitung      FFP |Vorland  --Links---  --Rechts---      |      Kennlinie    |        |                        |
*|      |    |      |lation|   D A-quer 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  |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|
*|------|---|-----|------|------|-------------------------|---------------------------------------|--------------------|--------|------------------------|
*|  -  | 1-4 |  m  | min  |  m  m^2   %  mm   |    m    m  m^.3/s  m  m^.3/s %  |  m    m^2  m^3/s | m^3/s  |
*|  -  |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   |
*|  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  |
  | S100 |  3  |     1|      |                     |        0 0.009 38.2  1.813  26    2 |                    |      1 |
  |      |  |    |      |      |                         |      0.5 0.009 38.2      2 38.2      |                    |        |                        |
  |      |    |      |      |                     |      0.5 0.009 38.2      2 38.2      |                    |        |
  |      |  |    |      |      |                         |    0.981 0.446  26  2.211  34      |                    |        |                        |
  |      |    |      |      |                     |    0.981 0.446  26  2.211  34      |                    |        |
  |      |  |    |      |      |                         |    0.994 0.452  26  2.313  34      |                    |        |                        |
  |      |    |      |      |                     |    0.994 0.452  26  2.313  34      |                    |        |
  |      |  |    |      |      |                         |    1.133 1.443  34  3.403  34      |                    |        |                        |
  |      |    |      |      |                     |    1.133 1.443  34  3.403  34      |                    |        |
  |      |  |    |      |      |                         |    1.152 1.578  34  4.983  34      |                    |        |                        |
  |      |    |      |      |                     |    1.152 1.578  34  4.983  34      |                    |        |
  |      |  |    |      |      |                         | v  1.253 3.195  34 13.394  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 |  1  |     1| 1440|                     |                                      |                    |      1 |
  | SEND | N |  1  |   1 | 1440 |                         |                                      |                    |      1 | 2  20            1  |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|
*|-<-->-|-+-|-<->-|<---->|<---->|+<---><---><---><--->-<->|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|
</bluem>
</bluem>


==Erläuterung==
==Explanations==
'''Allgemein'''
'''General'''
*A: Bezeichnung
*'''A''': Identifier, must start with "S"
*B: Kennung
*'''B''': <span style="color:red;">???</span>
*C: Länge
*'''C''': Calculation method [1-5]
'''Kennung 1: Translation'''
*'''D''': Length [m]
*D: Translationszeit
'''Calculation method 1: translation'''
'''Kennung 2: Rohrleitung'''
*'''E''': Translation time [min]
*E: Durchmesser
:The translation time is always '''rounded down''' to a multiple of the simulation time step!
*F: Querschnittfläche
:If the translation time is shorter than the simulation time step, '''no''' translation will take place!
*G: Sohlgefälle
'''Calculation method 2: Pipe calculated using Kalinin-Miljukov''' /<br/>
*H: Rauhigkeit
'''Calculation method 5: Pipe calculated using non-linear Reservoirs
'''Kennung 3: offenes Gerinne'''
*'''F''': Profile type [1-4]:
*I: Höhe
*: 1: circle
*J: Breite linke Uferseite
*: 2: egg (Norm-Ei H/B = 1,5)
*K: kst linke Uferseite
*: 3: Maul (Norm-Maul H/B = 0,75)
*L: Breite rechte Uferseite
*: (implemented but faulty 4: rectangle)
*M: kst rechte Uferseite
*'''G''': diameter (or width)
*N: Sohlgefälle
*'''H''': cross-section area
'''Kennung 4: Kennlinie'''
*'''I''': bottom slope [&permil;]
*O: Höhe
*'''J''': roughness
*P: Querschnittsfläche
*'''K''': ID of the free-form profile to use (see [[FFP-File]])
*Q: Abfluss Qab
'''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 [&permil;]
'''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'''
*R: Anfangswert für den Abfluss; wird mit der Kenngröße 'Gerinneabfluss [% von MQ]' aus der ALL-Datei skaliert 
*'''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]])


[[Kategorie:BlueM Eingabedateien]]
==Notes==
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

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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:

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
    1: Mean value with optional annual / weekly / daily pattern
    2: Temperature from a time series
  • 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)

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