VER-File: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
m (category rename) |
||
| (3 intermediate revisions by 2 users not shown) | |||
| Line 9: | Line 9: | ||
'''Versionen:''' | '''Versionen:''' | ||
* aktuell: ab r484 | * aktuell: ab r484 | ||
* [http:// | * [http://wiki.bluemodel.org/index.php?title=VER-Datei&oldid=5354 ab r482] | ||
* [http:// | * [http://wiki.bluemodel.org/index.php?title=VER-Datei&oldid=5226 bis r481] | ||
</div> | </div> | ||
<bluem> | <bluem> | ||
| Line 45: | Line 45: | ||
* '''E''': Independent of the inflow a constant distribution in two outflows Q<sub>ab1</sub> and Q<sub>ab2</sub> according to a certain percentage ratio will be used. If 100% the 1. outflow will contain the entire inflow. [0 – 100%] | * '''E''': Independent of the inflow a constant distribution in two outflows Q<sub>ab1</sub> and Q<sub>ab2</sub> according to a certain percentage ratio will be used. If 100% the 1. outflow will contain the entire inflow. [0 – 100%] | ||
'''Calculation type 3: characteristic curve''' | '''Calculation type 3: characteristic curve''' | ||
* '''F''', '''G''': A dependency between outflow Q<sub>ab1</sub> and inflow | * '''F''', '''G''': A dependency between outflow Q<sub>ab1</sub> and inflow resulting out of hydraulic calculations or operation standards is set as a polygon course. The second outflow Q<sub>ab2</sub> is calculated as the remaining value of (inflow - Q<sub>ab1</sub>). | ||
<u>Regulation and steering:</u> <br/> | <u>Regulation and steering:</u> <br/> | ||
* '''H''': ID of the control function, out of which the scaling factor will be derived (refer to [[KTR-File]]) | * '''H''': ID of the control function, out of which the scaling factor will be derived (refer to [[KTR-File]]) | ||
* '''I''': additional factor(''if not supplied or 0, this factor will be set to 1!'') | * '''I''': additional factor(''if not supplied or 0, this factor will be set to 1!'') | ||
* '''J''', '''K''', '''L''': number of the [[JGG-Datei|annual]]/[[WGG-Datei|weekly]]/[[TGG-Datei|daily pattern]]to be utilized | * '''J''', '''K''', '''L''': number of the [[JGG-Datei|annual]]/[[WGG-Datei|weekly]]/[[TGG-Datei|daily pattern]] to be utilized | ||
Depending on the calculation type the scaling factor is applied differently: | Depending on the calculation type the scaling factor is applied differently: | ||
# (threshold value): the threshold value is scaled | # (threshold value): the threshold value is scaled with the factor | ||
# (percentage distribution): the given percentage is scaled with the factor (however it will remain between 0 and 100) | # (percentage distribution): the given percentage is scaled with the factor (however it will remain between 0 and 100) | ||
# (characteristic curve): All Q<sub>ab</sub>-values of the characteristic curve are scaled with the factor | # (characteristic curve): All Q<sub>ab</sub>-values of the characteristic curve are scaled with the factor | ||
[[ | |||
[[Category:BlueM.Sim input files]] | |||
Latest revision as of 03:15, 31 July 2021
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
Branching points
also refer to Theory: Branching point
File
*Verzweigungen (*.VER) *===================== * *|------------|-------------------------------|--------------|-----------------------| *| Bez. Kng | N a e h e r u n g | 3 Kennlinie | Regeln und Steuern | *| | | 1 Schwellenw.| 2 proz.Aufteilg| | KTR | *| | | Qswell Trenn |(gibt nach Qab1)| Qzu Qab | ID Faktor JGG WGG TGG| *|------------|-------------------------------|--------------|-----------------------| *| - | 1-3 | m3/s - | % | m3/s m3/s | - - - - - | *|-<-->-|-<->-|-<----><---->-|-<------------>-|-<----><---->-|-<->-<---->-<->-<->-<->| *| A | B | C D | E | F G | H I J K L | | V001 | 1 | 0.03 1 | | | y01 | | V002 | 2 | | 50 | | y01 | | V003 | 3 | | | 0 0 | y01 | | | | | | 0.03 0.030 | | | | | | | 0.04 0.032 | | | | | | | 0.10 0.033 | | *|------------|-------------------------------|--------------|-----------------------|
Explanations
- A: ID of the branching point(must start with 'V'!)
- B: Calculation type of the distribution:
- 1 = threshold value with the option to define the selectivity
- 2 = percentage distribution
- 3 = characteristic curve
Calculation type 1: threshold value
- C: threshold value that defines as of which critical inflow Qkrit the 2. outflow is added
- D: the selectivity for the threshold value [1.0 – ∞]
Calculation type 2: percentage distribution
- E: Independent of the inflow a constant distribution in two outflows Qab1 and Qab2 according to a certain percentage ratio will be used. If 100% the 1. outflow will contain the entire inflow. [0 – 100%]
Calculation type 3: characteristic curve
- F, G: A dependency between outflow Qab1 and inflow resulting out of hydraulic calculations or operation standards is set as a polygon course. The second outflow Qab2 is calculated as the remaining value of (inflow - Qab1).
Regulation and steering:
- H: ID of the control function, out of which the scaling factor will be derived (refer to KTR-File)
- I: additional factor(if not supplied or 0, this factor will be set to 1!)
- J, K, L: number of the annual/weekly/daily pattern to be utilized
Depending on the calculation type the scaling factor is applied differently:
- (threshold value): the threshold value is scaled with the factor
- (percentage distribution): the given percentage is scaled with the factor (however it will remain between 0 and 100)
- (characteristic curve): All Qab-values of the characteristic curve are scaled with the factor