TRS-File: Difference between revisions

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{{Eingabedateien}}
{{Eingabedateien}}


<big>Transport routes</big>
<big>Transport elements</big>


''also refer to [[Transportstrecken|Theorie:Transportstrecken]]''
''also refer to [[Transportstrecken|Theorie:Transportstrecken]]''
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  | SEND |  1  |    1|  1440|                      |                                      |                    |      1 | 2  20            1  |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
</bluem>
</bluem>


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'''Type 1: translation'''
'''Type 1: translation'''
*'''D''': translation time [min]
*'''D''': translation time [min]
:The translation time is always '''adjusted downwards''' to a multiple of the simulation time step!
: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!
:If the translation time is shorter than the simulation time step, '''no''' translation will take place!
'''Type 2: Pipe according to Kalinin-Miljukov''' /<br/>
'''Type 2: Pipe calculated using Kalinin-Miljukov''' /<br/>
'''Type 5: Pipe according to non-linear Reservoirs
'''Type 5: Pipe calculated using non-linear Reservoirs
*'''S''': profile type [1-4]:
*'''S''': profile type [1-4]:
*: 1: circle
*: 1: circle
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'''MQ'''
'''MQ'''
*'''R''': initial value for the discharge
*'''R''': initial value for the discharge
:is additionally scaled with the characteristic value  <code>Gerinneabfluss [% von MQ]</code> out of the[[ALL-Datei]]!
:is additionally scaled with the parameter <code>Gerinneabfluss [% von MQ]</code> in the [[ALL-File]]!


<u>Temperature:</u>
<u>Temperature:</u>
*'''S''': Calculation type for the temperature(1 = Mean value with optional[[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgang]]; 2 = temperature out of a time series/ file)
*'''S''': Calculation type for the temperature (1 = Mean value with optional [[JGG-File | annual]] / [[WGG-File | weekly]] / [[TGG-File | daily]] pattern; 2 = temperature from a time series/ file)
*'''T''': Mean temperature [°C]
*'''T''': Mean temperature [°C]
*'''V''', '''W''': Number of the utilized [[TSIM.JGG | Jahres]]/[[TSIM.TGG | Tagesgangs]]
*'''V''', '''W''': Number of the utilized [[JGG-File | annual]] / [[TGG-File | daily]] pattern
*'''X''': Filenumber of the utilized temperature time series(refer to [[TSIM.EXT | *.EXT-Datei]])
*'''X''': Filenumber of the utilized temperature time series (refer to [[EXT-File]])


==Notes==
==Notes==

Revision as of 14:26, 10 January 2013

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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

Transport elements

also refer to Theorie:Transportstrecken

File

*Transportelemente (*.TRS)
*=========================
*
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*|  Bez | Kng |      |Kng =1|      Kng = 2,5       |      Kng 3 = offenes Gerinne          |       Kng = 4      |   MQ   |     Temperatur         |
*|      |     |Laenge|Trans-|     Rohrleitung      |Vorland   --Links---  --Rechts---      |      Kennlinie     |        |                        |
*|      |     |      |lation|P B/D Aquer Js   kb   | v  Hoehe Breite Kst  Breite  Kst  Js  | Hoehe A-quer Qab   |        |Kng Tem JGG TGG  Datei  |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*|  -   | 1-5 |  m   | min  |   m   m^2  °/oo  mm  |     m     m   m^.3/s  m   m^.3/s °/oo |   m     m^2  m^3/s | m^3/s  |1/2 °C   -   -   Nummer |
*|-<-->-|-<->-|<---->|<---->|+<---><---><---><--->-|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|
*|   A  |  B  |   C  |   D  |S  E    F    G    H   |     I     J     K      L    M     N   |   O     P     Q    |   R    | S    T  V   W        X |
 | S100 |  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  |     1|  1440|                      |                                       |                    |      1 | 2   20             1   |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|

Explanations

General

  • A: Identification
  • B: Type
  • C: Length

Type 1: translation

  • D: 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!

Type 2: Pipe calculated using Kalinin-Miljukov /
Type 5: Pipe calculated using non-linear Reservoirs

  • S: 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)
  • E: diameter (or width)
  • F: cross-section area
  • G: bottom slope [‰]
  • H: roughness

Type 3: open channel

  • I: height
  • J: width of the left (river)bank
  • K: kst left (river)bank
  • L: width of the right (river)bank
  • M: kst right (river)bank
  • N: bottom slope [‰]

Type 4: characteristic curve

  • O: height
  • P: cross-section area
  • Q: Discharge Qab

MQ

  • R: initial value for the discharge
is additionally scaled with the parameter Gerinneabfluss [% von MQ] in the ALL-File!

Temperature:

  • S: Calculation type for the temperature (1 = Mean value with optional annual / weekly / daily pattern; 2 = temperature from a time series/ file)
  • T: Mean temperature [°C]
  • V, W: Number of the utilized annual / daily pattern
  • X: Filenumber 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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