TRS-File

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. rivers, pipes)

also refer to Theory:Transport elements

File

<bluem>

• 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   |

• |-<-->-|-+-|-<->-|<---->|<---->|+<---><---><---><--->-<->|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|

</bluem>

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 k_st left (river)bank [m^1/3/s]
• P: width of the right (river)bank [m]
• Q: roughness coefficient k_st right (river)bank [m^1/3/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 Q_ab [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)