TAL-File: Difference between revisions

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<div style="float:left; margin-right:10px;">__TOC__</div>
<div style="float:left; margin-right:10px;">__TOC__</div>


<big>Talsperren</big>
<big>Dams</big>


''siehe auch [[Speicher|Theorie:Speicher]] und [[Betriebsregelkonzept|Theorie:Betriebsregelkonzept]]''
''also refer to [[Speicher|Theory: Reservoirs]] and[[Betriebsregelkonzept|Theorie:Betriebsregelkonzept]]''


Die TAL-Datei ist in mehrere Abschnitte untergliedert.<br clear="all"/>
The TAL-File is split into sections.<br clear="all"/>


==Allgemeine Angaben==
==General Information==
<bluem>
<bluem>
*Talsperren (*.TAL)
*Talsperren (*.TAL)
Line 24: Line 24:
</bluem>
</bluem>


Dieser Abschnitt ist selbsterklärend. Bei mehreren Talsperren wird diese Zeile für jede Talsperre wiederholt.<br/>
This segment is self-explanatory. If there is more than one dam this line must be repeated for each dam.<br/>
Die Bezeichnung einer Talsperre muss immer mit '''T''' anfangen.
The Identification of a dam must begin with a '''T'''.


==Anzahl der Funktionen==
===Translations===
Bez = ID of the Dam <br />
Anfangsvolumen = initial volume <br />
Maximalvolumen = maximum volume <br />
Sohle = (reservoir)bed height <br />
HW-Entlastung = spillway <br />
Kante = crest height <br />
S-Vol = reservoir volume <br />
Krone = crest <br />
 
==Number of functions==
<bluem>
<bluem>
0Funktionen für T100
0Funktionen für T100
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*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
</bluem>
*A: Bezeichnung der Talsperre (wie im ersten Abschnitt)
*A: ID of the dam (same as in the first segment)
*B: Beschreibung der Talsperre (optional)
*B: Description of the dam (optional)
*C: Anzahl der Speicheroberflächenfunktionen (muss mit entsprechendem Abschnitt übereinstimmen)
*C: Number of reservoir surface area functions (has to correspond to the number of functions defined in the relevant section below)
*D: Anzahl der Steuerungsfunktionen (muss mit entsprechendem Abschnitt übereinstimmen)
*D: Number of dam-reservoir regulation functions (has to correspond to the number of functions defined in the relevant section below)
*E: Anzahl der Grenzfunktionen (muss mit entsprechendem Abschnitt übereinstimmen)
*E: Number of limit functions (has to correspond to the number of functions defined in the relevant section below)
*F: Anzahl der internen Abhängigkeiten
*F: Number of internal dependencies


==Speicherkennlinie==
==Reservoir characteristics==
<bluem>
<bluem>
1|      |----------------------- SPEICHERKENNLINIE -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
1|      |----------------------- SPEICHERKENNLINIE -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                              |  WSP    Volumen    Oberfl.        |      |    |            |                              |                                            |
*|      |                              |  WSP    Volumen    Oberfl.        |      |    |            |                              |                                            |
*|      |                              |  mNN    Tsd.cbm      ha          |      |    |            |                              |                                            |
*|      |                              |  mNN       [0-1]     ha          |      |    |            |                              |                                            |
*|      |------------------------------|-<----->-<-------->-<------>--------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |------------------------------|-<----->-<-------->-<------>--------|------|-----|------------|------------------------------|--------------------------------------------|
  |      |                              |    208          0        0        |      |    |            |                              |                                            |
  |      |                              |    208          0        0        |      |    |            |                              |                                            |
Line 67: Line 77:
*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
</bluem>
Anders als die Überschrift es vermuten lässt, muss für die Speicherkennlinie das normierte Volumen von 0 bis 1 eingegeben werden, wobei die erste Zeile den Wert 0 und die letzte Zeile den Wert 1 haben muss.
;Attention!
:There can only be a maximum of 40 supporting points (see [https://github.com/bluemodel/BlueM.Sim/issues/32 #32]). If more supporting points are entered, an error will occur. Fehler 2231:
<pre style="margin-left:25px;">
2231 Beim Systemelement .....................  XXXX
      bei den Funktionswerten fuer ...........  Vol
      muss der letzte Volumen-Wert = Smax sein!
</pre>


==Grenzfunktionen==
===Translations===
WSP = water level <br />
Volumen = volume <br />
Oberfläche = surface area
 
==Limit functions==
<bluem>
<bluem>
2|      |------------------------- GRENZFUNKTIONEN -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
2|      |------------------------- GRENZFUNKTIONEN -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
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*|      |--------------------|---------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |--------------------|---------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
</bluem>
*A: Beschreibung der Grenzfunktion
*A: Description of the limit function
*B: laufende Nummer (anfangend bei 1)
*B: ongoing number (starts with 1)
*C: eindeutige Funktionskennung
*C: Unique ID of function
*D: Minimaler Abfluss
*D: minimum discharge
*E: ???
*E: ???
*F, G, H: nur für graphische Oberfläche
*F, G, H: nur für graphische Oberfläche


Die Funktion selbst wird in der [[FKT-Datei]] unter dem Namen der Funktionskennung definiert.
The function itself is defined in the  [[FKT-Datei|FKT-File]] under its unique ID.


''(Bei mir wurde der Wert für den minimalen Abfluss nicht ordnungsgemäß aus TALSIM exportiert! [[Benutzer:Froehlich|Froehlich]] 11:50, 9. Aug 2006 (CEST))''
''(Bei mir wurde der Wert für den minimalen Abfluss nicht ordnungsgemäß aus TALSIM exportiert! [[Benutzer:Froehlich|Froehlich]] 11:50, 9. Aug 2006 (CEST))''


==Speicheroberflächenfunktionen==
==Reservoir surface area function==
<bluem>
<bluem>
3|      |----------------- SPEICHEROBERFLAECHEN - FUNKTIONEN ---------------|------|-----|------------|------------------------------|--------------------------------------------|
3|      |----------------- SPEICHEROBERFLAECHEN - FUNKTIONEN ---------------|------|-----|------------|------------------------------|--------------------------------------------|
Line 100: Line 121:
*|      |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
</bluem>
Speicheroberflächenfunktionen sind Abgaben/Zuflüsse, die proportional zur Speicheroberfläche sind, z.B. Verdunstung und Niederschlag auf den Speicher, aber auch die Infiltration kann vereinfachend so gerechnet werden.
Reservoir surface area functions are inputs and outputs into/ out of the reservoir, which are proportional to the reservoir surface area, e.g. evaporation and precipitation out of or into the reservoir. Like this the calculation of the infiltration can be achieved in a simplified way. <br / >
*A: Name/Beschreibung der Speicheroberflächenfunktion
*A: Name/Description of the reservoir surface area function
*B: eindeutige Funktionskennung
*B: Unique ID of the function
*C: Berechnungsart: [1 | 2]
*C: Calculation type: [1 | 2]
'''Berechnungsart 1: mittlere Abgabe mit optionalem [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgang]]''':
'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*D, E, F: Nummer des zu verwendenden [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgangs]]
*D, E, F: Number of the [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]to be used
*G: Mittelwert der Funktion [mm/d wird intern in m³/s.ha umgerechnet]
*G: Mean value of the function [mm/d is converted internaly to m³/s.ha]
'''Berechnungsart 2: Zeitreihe aus Datei'''
'''Calculation type 2: time series out of a file'''
*H: Nummer der zu verwendenden Zeitreihe (definiert in [[EXT-Datei]])
*H: Number of the utilized time series(defined in [[EXT-Datei]])


==Steuerfunktionen==
==Dam-reservoir regulation functions==
<bluem>
<bluem>
4|      |----------------------- STEUER - FUNKTIONEN ---|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
4|      |----------------------- STEUER - FUNKTIONEN ---|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                    |        |    |          |A    |(3,4)       |  (1) | (2) |            |                              |        W E R T E  A E N D E R U N G      |
*|      |                    |        |    |          |A    |(3,4,5)     |  (1) | (2) |            |                              |        W E R T E  A E N D E R U N G      |
*|      |    Funktion      |gibt KTR | Fkt | S Z F Grz| Kng |HYA  J  W  T |  QM  |Datei|            |      Achsenbeschriftung      |Kng|Intervall    Bezugsdatum  | konst.Gang |
*|      |    Funktion      |gibt KTR | Fkt | S Z F Grz| Kng |HYA  J  W  T |  QM  |Datei|            |      Achsenbeschriftung      |Kng|Intervall    Bezugsdatum  | konst.Gang |
*|      |                    |nach ID  | Kng | J/N  ID | 1-4 |ID  GG GG GG| m3/s | Nr. |  y-Pos    |    X-Achse      Y-Achse    |0-3|Typ Faktor  Bezugsdatum  |JGG WGG TGG |
*|      |                    |nach ID  | Kng | J/N  ID | 1-5 |ID  GG GG GG| m3/s | Nr. |  y-Pos    |    X-Achse      Y-Achse    |0-3|Typ Faktor  Bezugsdatum  |JGG WGG TGG |
*|      |<------------------>|<-->-<-->|-<->-|-+-+-+-<->|+<->-|<->-<-><-><->|<---->|-<->-|-<-------->-|<-------------><------------->|<->|<->-<---->-TT.MM.JJJJ hh:mm|<->-<->-<->-|
*|      |<------------------>|<-->-<-->|-<->-|-+-+-+-<->|+<->-|<->-<-><-><->|<---->|-<->-|-<-------->-|<-------------><------------->|<->|<->-<---->-TT.MM.JJJJ hh:mm|<->-<->-<->-|
  |      |        A          |  B    C |  D  | E F G  H |I J  | K  L  M  N |  O  |  P  |      Q    |        R            S      |  T| U    V  |        W      | X  Y  Z  |
  |      |        A          |  B    C |  D  | E F G  H |I J  | K  L  M  N |  O  |  P  |      Q    |        R            S      |  T| U    V  |        W      | X  Y  Z  |
Line 121: Line 142:
</bluem>
</bluem>


Die Funktionen selbst werden in der [[FKT-Datei]] unter dem Namen der Funktionskennung definiert.
The function itself is defined in the  [[FKT-Datei|FKT-File]] under its distinctive identifier.
*A: Name/Beschreibung der Steuerfunktion
*A: Name/Description of the dam-reservoir regulation function
*B: Kennung des Unterliegers, an den abgegeben wird (muss in [[SYS-Datei]] als Unterlieger definiert sein!)
*B: ID the downstream receptacle, which receives the discharge(must be defined as downstream receptacle in the[[SYS-Datei|SYS-File]]!)
*C: (optional) Kennung der Kontrollfunktion, mit der die Funktion skaliert (multipliziert) werden soll (siehe [[KTR-Datei]])
*C: (optional) ID of the control function, with which the function shall be scaled (multiplied) (refer to [[KTR-Datei|-File]])
*D: eindeutige Funktionskennung
*D: unique ID of the function
*E: Interpolation zwischen Stützstellen (J/N)
*E: Interpolation between supporting points? (J/N)
*F: Interpolation in der Zeit (J/N)
*F: Interpolation in time? (J/N)
*G: [[Funktionsarten|Funktionsart]]
*G: [[Funktionsarten|function-type]]
*H: (optional) Nummer der Grenzfunktion (siehe Abschnitt [[TSIM.TAL#Grenzfunktionen | Grenzfunktionen]]), die dieser Steuerfunktion zugewiesen ist.
*H: (optional) Number of the limit(ing) function(refer to [[#Grenzfunktionen | limit functions]]), which is assigned to this dam-reservoir regulation function.
*I: Steuerfunktion aktiv (J/N) (wenn Nein, dann wird die Abgabe dieser Funktion auf 0 gesetzt)
*I: dam-reservoir regulation function active(J/N) (if no, the discharge of this function will be set to 0)
*J: Berechnungsart (Skaliertyp):
*J: Calculation type (Scaletype):
'''Berechnungsart 0: Direkte Abgaben''' ''(funzt nicht, siehe Bug 15)''
'''Calculation type 0: direct discharge''' ''(does not work, refer to Bug 15)''


'''Berechnungsart 1: mittlere Abgabe mit optionalem [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgang]]''':
'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*L, M, N: Nummer des zu verwendenden [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgangs]]
*L, M, N: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]
*O: Mittelwert der Abgabe
*O: Mean discharge value
'''Berechnungsart 2: Zeitreihe:'''
'''Calculation type 2: time series:'''
*P: Nummer der zu verwendenden Zeitreihe (definiert in [[EXT-Datei]])
*P: Number of the utilized time series (defined in [[EXT-Datei|EXT-File]])
'''Berechnungsarten 3, 4 und 5: Hydraulik: Überfall, Rohrleitung und Turbine:'''
'''Calculation type 3, 4 and 5: Hydraulics: overflow (3), pipe (4) and turbine (5):'''<br/>
*K: ID des hydraulischen Elements (siehe [[HYA-Datei]])
*K: ID of the hydraulic element (refer to the[[HYA-Datei|HYA-File]], the calculation type chosen there must be identical with the chosen type here!)


*Q, R, S: nur für graphische Oberfläche
*Q, R, S: for graphical surfaces
*T, U, V, W, X, Y, Z: Werteänderung (?) ''(funzt nicht, siehe Bug 5)''
*T, U, V, W, X, Y, Z: Value alteration (?) ''(does not work, refer to Bug 5)''


==Interne Abhängigkeiten==
==Internal dependencies==
<bluem>
<bluem>
5|      |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
5|      |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
Line 155: Line 176:
*|------|-----|---------------------|---------------------|-----------------|------|-----|------------|------------------------------|--------------------------------------------|
*|------|-----|---------------------|---------------------|-----------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
</bluem>
'''A bis E: Erste Bedingung:'''
'''A - E: First condition:'''
*A: Funktionskennung
*A: Function ID
*B: Abgabe, die überschritten werden muss, damit eine Reduktion erfolgt
*B: Discharge, which must be surpassed in order for a reduction to occur
*C, D, E: Nummer des zu verwendenden [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochen]]/[[TSIM.TGG | Tagesgangs]] für Skalierung von QM
*C, D, E: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]] to scale QM  
'''F bis H: Zweite Bedingung:'''
'''F - H: Second condition:'''
*F: Speichervolumen, das unterschritten werden muss, damit eine Reduktion erfolgt
*F: reservoir volume,which must be undershot in order for a reduction to occur
*G, H: Nummer des zu verwendenden [[TSIM.JGG | Jahres]]/[[TSIM.WGG | Wochengangs]] für Skalierung von Speichervolumen
*G, H: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly pattern]] to scale the reservoir volume
'''I bis L: Funktionskennungen und Reihenfolge der Steuerfunktionen, die reduziert werden sollen'''
'''I - L: function ID and order of the dam-reservoir regulation functions, which are to be reduced'''


'''''Beispiel:'''''
===Example===
<bluem>
<bluem>
5|      |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                                                                  |      |    |            |                              |                                            |
*|      | Fkt |    QM  JGG WGG TGG |  Speicher  JGG WGG | Fkt Fkt Fkt Fkt |      |    |            |                              |                                            |
*|      | Kng |  cbm/s            |  Tsd.cbm          | Nam Nam Nam Nam |      |    |            |                              |                                            |
*|      |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
  |      | QH1 |>=    0            |<=    30641        | QM1 QM2 QM3    |      |    |            |                              |                                            |
  |      | QH1 |>=    0            |<=    30641        | QM1 QM2 QM3    |      |    |            |                              |                                            |
</bluem>
</bluem>
Wenn die Abgabe von QH1 größer-gleich 0 ist, und das Speichervolumen kleiner-gleich 30641 Tsd.m³ ist, dann reduziere zunächst QM1, dann QM2, dann QM3, bis die beiden Bedingungen nicht mehr zutreffen.
;Meaning:If the Discharge from QH1 is greater or equal to 0 and the reservoir volume is less or equal to 30641 thsd. m³, then reduce QM1 and if this is not sufficient, also reduce QM2 and then QM3 until a total reduction amounting to the value of QH1 has been achieved.


[[Kategorie:BlueM Eingabedateien]]
[[Category:BlueM.Sim input files]]

Latest revision as of 04:01, 26 January 2024

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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

Dams

also refer to Theory: Reservoirs andTheorie:Betriebsregelkonzept

The TAL-File is split into sections.

General Information

*Talsperren (*.TAL)
*==================
*
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*| Bez  |  Anfangs-  |  Maximal   | Ge- |  Sohle   |      HW-Entlastung    |      Krone            |
*|      |  volumen   |  volumen   |wicht|          |   Kante       S-Vol   |   Kante       S-Vol   |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*|      | [Tsd.cbm]  | [Tsd.cbm]  |  -  |   [mNN]  |   [mNN]  | [Tsd.cbm]  |   [mNN]  | [Tsd.cbm]  |
*|-<-->-|-<-------->-|-<-------->-|-<->-|-<------>-|-<------>-|-<-------->-|-<------>-|-<-------->-|
 | T100 |      25060 |      30641 |  1  |      208 |    251.8 |      25060 |      255 |      30641 |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|

This segment is self-explanatory. If there is more than one dam this line must be repeated for each dam.
The Identification of a dam must begin with a T.

Translations

Bez = ID of the Dam
Anfangsvolumen = initial volume
Maximalvolumen = maximum volume
Sohle = (reservoir)bed height
HW-Entlastung = spillway
Kante = crest height
S-Vol = reservoir volume
Krone = crest

Number of functions

0Funktionen für T100
*===================
*
*|------|------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| Bez.-|       Beschreibung           | F u n k t i o n e n                |      |     |            |                              |                                            |
*|------|                              | Anz. Anz. Anz. Anz.                |      |     |            |                              |                                            |
*|   -  |                              | Spe  Str  Grz  Abh                 |      |     |            |                              |                                            |
*|-<-->-|-<-------------------------->-|-<->--<->--<->--<->-----------------|------|-----|------------|------------------------------|--------------------------------------------|
 |   A  |             B                |  C    D    E    F                  |      |     |            |
*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
  • A: ID of the dam (same as in the first segment)
  • B: Description of the dam (optional)
  • C: Number of reservoir surface area functions (has to correspond to the number of functions defined in the relevant section below)
  • D: Number of dam-reservoir regulation functions (has to correspond to the number of functions defined in the relevant section below)
  • E: Number of limit functions (has to correspond to the number of functions defined in the relevant section below)
  • F: Number of internal dependencies

Reservoir characteristics

1|      |----------------------- SPEICHERKENNLINIE -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                              |  WSP     Volumen    Oberfl.        |      |     |            |                              |                                            |
*|      |                              |  mNN       [0-1]     ha           |      |     |            |                              |                                            |
*|      |------------------------------|-<----->-<-------->-<------>--------|------|-----|------------|------------------------------|--------------------------------------------|
 |      |                              |     208          0        0        |      |     |            |                              |                                            |
 |      |                              |     210 0.00032636        1        |      |     |            |                              |                                            |
 |      |                              |     215 0.01338076      7.5        |      |     |            |                              |                                            |
 |      |                              |     220 0.02676153     15.5        |      |     |            |                              |                                            |
 |      |                              |     225 0.05874482     29.7        |      |     |            |                              |                                            |
 |      |                              |     230  0.1220587     43.1        |      |     |            |                              |                                            |
 |      |                              |     235  0.2056069     63.9        |      |     |            |                              |                                            |
 |      |                              |     240  0.3348455       88        |      |     |            |                              |                                            |
 |      |                              |     245   0.499331    116.9        |      |     |            |                              |                                            |
 |      |                              |     250   0.719624    149.5        |      |     |            |                              |                                            |
 |      |                              |   251.8  0.8178584    162.5        |      |     |            |                              |                                            |
 |      |                              |     255          1    190.5        |      |     |            |                              |                                            |
*|      |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
Attention!
There can only be a maximum of 40 supporting points (see #32). If more supporting points are entered, an error will occur. Fehler 2231:
 2231 Beim Systemelement .....................  XXXX
      bei den Funktionswerten fuer ...........  Vol
      muss der letzte Volumen-Wert = Smax sein!

Translations

WSP = water level
Volumen = volume
Oberfläche = surface area

Limit functions

2|      |------------------------- GRENZFUNKTIONEN -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                    |                                              |      |     |            |                              |                                            |
*|      |     Funktion       | lfd Fkt | Min-Wert Zeiger                    |      |     |            |                              |                                            |
*|      |                    | Nr. Kng |  m3/s    Nr.                       |      |     |    y-Pos   |                              |                                            |
*|      |<------------------>|-<->-<->-|-<------>-<->-----------------------|------|-----|-<-------->-|<-------------><------------->|--------------------------------------------|
 |      |         A             B   C        D     E                                            F             G              H                                                    |
*|      |--------------------|---------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
  • A: Description of the limit function
  • B: ongoing number (starts with 1)
  • C: Unique ID of function
  • D: minimum discharge
  • E: ???
  • F, G, H: nur für graphische Oberfläche

The function itself is defined in the FKT-File under its unique ID.

(Bei mir wurde der Wert für den minimalen Abfluss nicht ordnungsgemäß aus TALSIM exportiert! Froehlich 11:50, 9. Aug 2006 (CEST))

Reservoir surface area function

3|      |----------------- SPEICHEROBERFLAECHEN - FUNKTIONEN ---------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                    |         |     |          |     |             |  (1) | (2) |            |                              |                                            |
*|      |     Funktion       |Bezug ist| Fkt |          | Kng | JGG WGG TGG |  QM  |Datei|            |                              |                                            |
*|      |                    | Oberfl. | Kng |          | 1/2 |  -   -   -  | mm/d | Nr. |            |                              |                                            |
*|      |<------------------>|---------|-<->-|----------|-<->-|-<->-<->-<->-|<---->|-<->-|------------|------------------------------|--------------------------------------------|
 |      |          A         |         |  B  |          |  C  |  D   E   F  |   G  |  H  |            |                              |                                            |
*|      |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|

Reservoir surface area functions are inputs and outputs into/ out of the reservoir, which are proportional to the reservoir surface area, e.g. evaporation and precipitation out of or into the reservoir. Like this the calculation of the infiltration can be achieved in a simplified way.

  • A: Name/Description of the reservoir surface area function
  • B: Unique ID of the function
  • C: Calculation type: [1 | 2]

Calculation type 1: mean discharge with optional annual/ weekly/ daily pattern:

Calculation type 2: time series out of a file

  • H: Number of the utilized time series(defined in EXT-Datei)

Dam-reservoir regulation functions

4|      |----------------------- STEUER - FUNKTIONEN ---|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                    |         |     |          |A    |(3,4,5)      |  (1) | (2) |            |                              |        W E R T E   A E N D E R U N G       |
*|      |     Funktion       |gibt KTR | Fkt | S Z F Grz| Kng |HYA  J  W  T |  QM  |Datei|            |      Achsenbeschriftung      |Kng|Intervall    Bezugsdatum   | konst.Gang |
*|      |                    |nach ID  | Kng | J/N   ID | 1-5 |ID   GG GG GG| m3/s | Nr. |   y-Pos    |    X-Achse       Y-Achse     |0-3|Typ Faktor   Bezugsdatum   |JGG WGG TGG |
*|      |<------------------>|<-->-<-->|-<->-|-+-+-+-<->|+<->-|<->-<-><-><->|<---->|-<->-|-<-------->-|<-------------><------------->|<->|<->-<---->-TT.MM.JJJJ hh:mm|<->-<->-<->-|
 |      |         A          |  B    C |  D  | E F G  H |I J  | K   L  M  N |   O  |  P  |      Q     |        R             S       |  T| U     V  |        W       | X   Y   Z  |
*|      |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|

The function itself is defined in the FKT-File under its distinctive identifier.

  • A: Name/Description of the dam-reservoir regulation function
  • B: ID the downstream receptacle, which receives the discharge(must be defined as downstream receptacle in theSYS-File!)
  • C: (optional) ID of the control function, with which the function shall be scaled (multiplied) (refer to -File)
  • D: unique ID of the function
  • E: Interpolation between supporting points? (J/N)
  • F: Interpolation in time? (J/N)
  • G: function-type
  • H: (optional) Number of the limit(ing) function(refer to limit functions), which is assigned to this dam-reservoir regulation function.
  • I: dam-reservoir regulation function active(J/N) (if no, the discharge of this function will be set to 0)
  • J: Calculation type (Scaletype):

Calculation type 0: direct discharge (does not work, refer to Bug 15)

Calculation type 1: mean discharge with optional annual/ weekly/ daily pattern:

Calculation type 2: time series:

  • P: Number of the utilized time series (defined in EXT-File)

Calculation type 3, 4 and 5: Hydraulics: overflow (3), pipe (4) and turbine (5):

  • K: ID of the hydraulic element (refer to theHYA-File, the calculation type chosen there must be identical with the chosen type here!)
  • Q, R, S: for graphical surfaces
  • T, U, V, W, X, Y, Z: Value alteration (?) (does not work, refer to Bug 5)

Internal dependencies

5|      |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                                                                   |      |     |            |                              |                                            |
*|      | Fkt |    QM   JGG WGG TGG |   Speicher  JGG WGG | Fkt Fkt Fkt Fkt |      |     |            |                              |                                            |
*|      | Kng |   cbm/s             |   Tsd.cbm           | Nam Nam Nam Nam |      |     |            |                              |                                            |
*|      |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
 |      |  A  |>=   B    C   D   E  |<=     F      G   H  |  I   J   K   L  |      |     |            |                              |                                            |
*|------|-----|---------------------|---------------------|-----------------|------|-----|------------|------------------------------|--------------------------------------------|

A - E: First condition:

  • A: Function ID
  • B: Discharge, which must be surpassed in order for a reduction to occur
  • C, D, E: Number of the utilized annual/ weekly/ daily pattern to scale QM

F - H: Second condition:

  • F: reservoir volume,which must be undershot in order for a reduction to occur
  • G, H: Number of the utilized annual/ weekly pattern to scale the reservoir volume

I - L: function ID and order of the dam-reservoir regulation functions, which are to be reduced

Example

5|      |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*|      |                                                                   |      |     |            |                              |                                            |
*|      | Fkt |    QM   JGG WGG TGG |   Speicher  JGG WGG | Fkt Fkt Fkt Fkt |      |     |            |                              |                                            |
*|      | Kng |   cbm/s             |   Tsd.cbm           | Nam Nam Nam Nam |      |     |            |                              |                                            |
*|      |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------| 
 |      | QH1 |>=     0             |<=     30641         | QM1 QM2 QM3     |      |     |            |                              |                                            |
Meaning
If the Discharge from QH1 is greater or equal to 0 and the reservoir volume is less or equal to 30641 thsd. m³, then reduce QM1 and if this is not sufficient, also reduce QM2 and then QM3 until a total reduction amounting to the value of QH1 has been achieved.
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