BEK-File: Difference between revisions
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* A: ID of the storm-water overflow basin(must begin with 'B') | * A: ID of the storm-water overflow basin(must begin with 'B') | ||
* B: Basin type (DLB - through-flow basin, FB - stromflow tank, RRB - rain water retention basin) | * B: Basin type (DLB - through-flow basin, FB - stromflow tank, RRB - rain water retention basin) | ||
* C: | * C: main water-flow pipe flows into basin (main connection) (H) (e.g. ---->--[Basin]---->---) or via a parallel connection (N), main pipe does not lead to basin. | ||
* D: Calculation type (1 - approximation, 2 - characteristic curve with a non linear-reservoir, 3 - characteristic curve iterated) | * D: Calculation type (1 - approximation, 2 - characteristic curve with a non linear-reservoir, 3 - characteristic curve iterated) | ||
'''Calculation type 1: approximation''' | '''Calculation type 1: approximation''' | ||
* E: basin volume | * E: basin volume | ||
* F: throttle outflow | * F: throttle outflow | ||
* G: | * G: clear water overflow outflow | ||
'''Calculation type 2 and 3: characteristic curve with a non linear-reservoir (2) or iterated (3)''' | '''Calculation type 2 and 3: characteristic curve with a non linear-reservoir (2) or iterated (3)''' | ||
* H: water level in the basin | * H: water level in the basin | ||
* I: throttle outflow | * I: throttle outflow | ||
* J: | * J: clear water overflow outflow | ||
* K: basin overflow outflow | * K: basin overflow outflow | ||
* L: basin volume | * L: basin volume | ||
Revision as of 01:14, 25 July 2013
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
Storm-water overflow basin
also refer to Theory: Storm-water overflow basin
File
*Becken (*.BEK) *============== * *|------------|-----|----------------------|----------------------------------|---|-----|-----| *| Bez. Typ | Kng | Naeherung (Kng 1) | Kennlinien (Kng 2) |Abs| Ktr | Str | *| | | Vol Qab Qku | h Qab Qku Qbu V |Kl.| ID | ZR | *|------------|-----|----------------------|----------------------------------|---|-----|-----| *| - - | 1-3 | m3 l/s l/s | m l/s l/s l/s m3 | - | - | - | *|-<-->-<->-+-|--+--|-<---->-<---->-<---->-|<---->-<---->-<---->-<---->-<---->|-+-|-<->-|-<->-| | A B C | D | E F G | H I J K L | M | N | O | *|-++++-+++++-|-----|----------------------|----------------------------------|---|-----|-----|
Explanations
- A: ID of the storm-water overflow basin(must begin with 'B')
- B: Basin type (DLB - through-flow basin, FB - stromflow tank, RRB - rain water retention basin)
- C: main water-flow pipe flows into basin (main connection) (H) (e.g. ---->--[Basin]---->---) or via a parallel connection (N), main pipe does not lead to basin.
- D: Calculation type (1 - approximation, 2 - characteristic curve with a non linear-reservoir, 3 - characteristic curve iterated)
Calculation type 1: approximation
- E: basin volume
- F: throttle outflow
- G: clear water overflow outflow
Calculation type 2 and 3: characteristic curve with a non linear-reservoir (2) or iterated (3)
- H: water level in the basin
- I: throttle outflow
- J: clear water overflow outflow
- K: basin overflow outflow
- L: basin volume
General
- M: settling class of the basin (s - bad, m - average, g - good, h - high)
Steering
- N: Control function for a rule-based steering. For this option, analog to dam-regulation/steering, a function-file (*.FKT) and a control-file (*.KTR) must exist in which the steering- and control information is stored. Currently only steering of the throttle outflow is implemented, Klärüberlauf and basin overflow can not (yet) be varied.
- O: Steering time series: Enables the time dependent scaling of throttle outflow. So far this too is only implemented for throttle outflow. The ID of a defined time series in the *.EXT file is entered here. The values of this time series are used for scaling.