BEK-File: Difference between revisions
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(Steuerung auch bei Berechnungsoption 2 moeglich.) |
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{{Eingabedateien}} | {{Eingabedateien}} | ||
<big> | <big>Stormwater overflow basin (stormwater tank)</big> | ||
'' | ''also refer to [[Regenüberlaufbecken | Theory: Stormwater overflow basin]]'' | ||
== | ==File== | ||
<bluem> | <bluem> | ||
*Becken (*.BEK) | *Becken (*.BEK) | ||
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*| | | Vol Qab Qku | h Qab Qku Qbu V |Kl.| ID | ZR | | *| | | Vol Qab Qku | h Qab Qku Qbu V |Kl.| ID | ZR | | ||
*|------------|-----|----------------------|----------------------------------|---|-----|-----| | *|------------|-----|----------------------|----------------------------------|---|-----|-----| | ||
*| - - | 1- | *| - - | 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 | | | A B C | D | E F G | H I J K L | M | N | O | | ||
Line 20: | Line 20: | ||
</bluem> | </bluem> | ||
== | ==Explanations== | ||
* A: | * A: ID of the stormwater overflow basin(must begin with '<code>B</code>') | ||
* B: | * B: Basin type (<code>DLB</code> - through-flow basin, <code>FB</code> - stromflow tank, <code>RRB</code> - rain water retention basin) | ||
* C: | * C: main water-flow pipe flows into basin (main connection) (<code>H</code>) (e.g. ---->--[Basin]---->---) or via a parallel side connection (<code>N</code>), main pipe does not lead to basin. | ||
* D: | * D: Calculation type (<code>1</code> - approximation, <code>2</code> - characteristic curve with a non linear-reservoir, <code>3</code> - characteristic curve iterated) | ||
''' | '''Calculation type 1: approximation''' | ||
* E: | * E: basin volume | ||
* F: | * F: throttle outflow | ||
* G: | * G: clear water overflow outflow | ||
''' | '''Calculation type 2 and 3: characteristic curve with a non linear-reservoir (<code>2</code>) or iterated (<code>3</code>)''' | ||
* H: | * H: water level in the basin | ||
* I: | * I: throttle outflow | ||
* J: | * J: clear water overflow outflow | ||
* K: | * K: basin overflow outflow | ||
* L: | * L: basin volume | ||
''' | '''General''' | ||
* M: | * M: settling class of the basin (<code>s</code> - bad, <code>m</code> - average, <code>g</code> - good, <code>h</code> - high) | ||
''' | '''Steering''' | ||
*N: | *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: | *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. | ||
[[ | |||
[[Category:BlueM.Sim input files]] |
Latest revision as of 02:13, 1 August 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
Stormwater overflow basin (stormwater tank)
also refer to Theory: Stormwater 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 stormwater 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 side 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.