RUE-File

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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

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Storm-water 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 storm-water overflow (must begin with 'R')
• B: Calculation type (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 Q_dr the 2. outflow will be added
• D: the selectivity for the threshold value

Calculation type 2: percentage distribution

• E: Independent of the inflow a constant distribution in two outflows Q_dr and Q_ent according to a certain percentage ratio will be used. If 100% Q_dr will conist of the entire inflow.

Calculation type 3: characteristic curve

• F, G: A dependency between outflow Q_dr and inflow resulting out of hydraulic calculations or operation standards is set as a polygon course. The second outflow Q_ent is calculated as the remaining value of (inflow - Q_dr). Attention: The characteristic curve is extrapolated in the calculation which results in the slope of the last interval beeing used to calculate the extrapolated outflows, if greater inflows occur than the last value of the characteristic curve.

Steering options

• H: ID of the conrtol function in the Kennung 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)