RUE-File: Difference between revisions
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{{Eingabedateien}} | {{Eingabedateien}} | ||
<big> | <big>Stormwater overflow (combined sewer overflow)</big> | ||
'' | ''also refer to [[Aufteilungsbauwerke / Verzweigungen | Theory:Branching point]]'' | ||
== | ==File== | ||
<bluem> | <bluem> | ||
*Regenüberläufe (*.RUE) | *Regenüberläufe (*.RUE) | ||
*===================== | *===================== | ||
* | * | ||
*|------------|-------------------------------|--------------| | *|------------|-------------------------------|--------------|-----|-----| | ||
*| Bez. Kng | N a e h e r u n g | Kennlinie | | *| Bez. Kng | N a e h e r u n g | Kennlinie | Ktr | Str | | ||
*| | | Schwellenwert| proz. Aufteilg | | | *| | | Schwellenwert| proz. Aufteilg | | | | | ||
*| | | Qdr Trenn |(gibt nach Qdr) | Qzu Qdr | | *| | | Qdr Trenn |(gibt nach Qdr) | Qzu Qdr | ID | ZR | | ||
*|------------|-------------------------------|--------------| | *|------------|-------------------------------|--------------|-----|-----| | ||
*| - | 1-3 | l/s - | % | l/s l/s | | *| - | 1-3 | l/s - | % | l/s l/s | - | - | | ||
*|-<-->-|-<->-|-<----><---->-|-<------------>-|-<----><---->-| | *|-<-->-|-<->-|-<----><---->-|-<------------>-|-<----><---->-|-<->-|-<->-| | ||
| A | B | C D | E | F G | | | A | B | C D | E | F G | H | I | | ||
*|------------|-------------------------------|--------------| | *|------------|-------------------------------|--------------|-----|-----| | ||
</bluem> | </bluem> | ||
== | ==Explanations== | ||
* A: | * A: Unique ID of the stormwater overflow (must begin with 'R') | ||
* B: | * B: Calculation type (1 = threshold value with the option to define a selectivity; 2 = percentage distribution; 3 = characteristic curve) | ||
''' | '''Calculation type 1: threshold value''' | ||
* C: | * C: threshold value that defines as of which critical inflow Q<sub>dr</sub> the 2. outflow will be active | ||
* D: | * D: the selectivity for the threshold value | ||
''' | '''Calculation type 2: percentage distribution''' | ||
* E: | * E: Independent of the inflow a constant distribution in two outflows Q<sub>dr</sub> and Q<sub>ent</sub> according to a certain percentage ratio will be used. If 100% Q<sub>dr</sub> will consist of the entire inflow. | ||
''' | '''Calculation type 3: characteristic curve''' | ||
* F, G: | * F, G: A dependency between outflow Q<sub>dr</sub> and inflow resulting out of hydraulic calculations or operation standards is set as a polygon course. The second outflow Q<sub>ent</sub> is calculated as the remaining value of (inflow - Q<sub>dr</sub>). Attention: The characteristic curve is extrapolated in the calculation which results in the slope of the last interval being used to calculate the extrapolated outflows, if greater inflows occur than the last value of the characteristic curve. | ||
'''Steering options''' | |||
* H: ID of the control function in the [[KTR-Datei | KTR-File]] (Parameter KTRKng). The ID must begin with the letter 'y'. | |||
* I: ID of the time series,with which a time dependent scaling of the throttle outflow can be achieved (not yet implemented in the Quellcode) | |||
[[Kategorie:BlueM Eingabedateien]] | [[Kategorie:BlueM Eingabedateien]] | ||
Revision as of 00:50, 9 September 2018
BlueM.Sim | Downloads | 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
Stormwater overflow (combined sewer overflow)
also refer to Theory:Branching point
File
*Regenüberläufe (*.RUE) *===================== * *|------------|-------------------------------|--------------|-----|-----| *| Bez. Kng | N a e h e r u n g | Kennlinie | Ktr | Str | *| | | Schwellenwert| proz. Aufteilg | | | | *| | | Qdr Trenn |(gibt nach Qdr) | Qzu Qdr | ID | ZR | *|------------|-------------------------------|--------------|-----|-----| *| - | 1-3 | l/s - | % | l/s l/s | - | - | *|-<-->-|-<->-|-<----><---->-|-<------------>-|-<----><---->-|-<->-|-<->-| | A | B | C D | E | F G | H | I | *|------------|-------------------------------|--------------|-----|-----|
Explanations
- A: Unique ID of the stormwater overflow (must begin with 'R')
- B: Calculation type (1 = threshold value with the option to define a selectivity; 2 = percentage distribution; 3 = characteristic curve)
Calculation type 1: threshold value
- C: threshold value that defines as of which critical inflow Qdr the 2. outflow will be active
- D: the selectivity for the threshold value
Calculation type 2: percentage distribution
- E: Independent of the inflow a constant distribution in two outflows Qdr and Qent according to a certain percentage ratio will be used. If 100% Qdr will consist of the entire inflow.
Calculation type 3: characteristic curve
- F, G: A dependency between outflow Qdr and inflow resulting out of hydraulic calculations or operation standards is set as a polygon course. The second outflow Qent is calculated as the remaining value of (inflow - Qdr). Attention: The characteristic curve is extrapolated in the calculation which results in the slope of the last interval being used to calculate the extrapolated outflows, if greater inflows occur than the last value of the characteristic curve.
Steering options
- H: ID of the control function in the KTR-File (Parameter KTRKng). The ID must begin with the letter 'y'.
- I: ID of the time series,with which a time dependent scaling of the throttle outflow can be achieved (not yet implemented in the Quellcode)