TRS-File

From BlueM
Revision as of 01:49, 8 April 2023 by Froehlich (talk | contribs) (TRS file version 2)
Jump to navigation Jump to search

BlueM_icon.png 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:

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
    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)