TRS-File: Difference between revisions
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'''General''' | '''General''' | ||
*'''A''': Identification | *'''A''': Identification | ||
*'''B''': | *'''B''': Calculation type | ||
*'''C''': Length | *'''C''': Length | ||
''' | '''Calculation type 1: translation''' | ||
*'''D''': translation time [min] | *'''D''': translation time [min] | ||
:The translation time is always '''rounded down''' 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! | ||
''' | '''Calculation type 2: Pipe calculated using Kalinin-Miljukov''' /<br/> | ||
''' | '''Calculation type 5: Pipe calculated using non-linear Reservoirs | ||
*'''S''': profile type [1-4]: | *'''S''': profile type [1-4]: | ||
*: 1: circle | *: 1: circle | ||
| Line 49: | Line 49: | ||
*'''G''': bottom slope [‰] | *'''G''': bottom slope [‰] | ||
*'''H''': roughness | *'''H''': roughness | ||
''' | '''Calculation type 3: open channel''' | ||
*'''I''': height | *'''I''': height | ||
*'''J''': width of the left (river)bank | *'''J''': width of the left (river)bank | ||
| Line 56: | Line 56: | ||
*'''M''': k<sub>st</sub> right (river)bank | *'''M''': k<sub>st</sub> right (river)bank | ||
*'''N''': bottom slope [‰] | *'''N''': bottom slope [‰] | ||
''' | '''Calculation type: characteristic curve''' | ||
*'''O''': height | *'''O''': height | ||
*'''P''': cross-section area | *'''P''': cross-section area | ||
Revision as of 23:52, 22 May 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: Calculation type
- C: Length
Calculation 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!
Calculation type 2: Pipe calculated using Kalinin-Miljukov /
Calculation 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
Calculation 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 [‰]
Calculation type: 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)