BlueM - User contributions [en]

BEK-File

2018-09-09T07:53:07Z

Mkissel: wording

{{Eingabedateien}}

<big>Stormwater overflow basin (stormwater tank)</big>

''also refer to [[Regenüberlaufbecken | Theory: Stormwater overflow basin]]''

==File==
<bluem>
*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 |
*|-++++-+++++-|-----|----------------------|----------------------------------|---|-----|-----|
</bluem>

==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.
[[Kategorie:BlueM Eingabedateien]]

RUE-File

2018-09-09T07:50:38Z

Mkissel: wording

{{Eingabedateien}}

<big>Stormwater overflow (combined sewer overflow)</big>

''also refer to [[Aufteilungsbauwerke / Verzweigungen | Theory:Branching point]]''

==File==
<bluem>
*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 |
*|------------|-------------------------------|--------------|-----|-----|
</bluem>

==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-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]]

TRS-File

2018-09-05T18:02:44Z

Mkissel: few changes to wording

{{Eingabedateien}}

<big>Transport elements (eg. rivers, pipes)</big>

''also refer to [[Transportstrecken|Theory:Transport elements]]''

==File==
<bluem>
*Transportelemente (*.TRS)
*=========================
*
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*| Bez | Kng | |Kng =1| Kng = 2,5 | Kng 3 = offenes Gerinne | Kng = 4 | MQ | Temperatur |
*| | |Laenge|Trans-| Rohrleitung |Vorland --Links--- --Rechts--- | Kennlinie | | |
*| | | |lation|P B/D Aquer Js kb | v Hoehe Breite Kst Breite Kst Js | Hoehe A-quer Qab | |Kng Tem JGG TGG Datei |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*| - | 1-5 | m | min | m m^2 °/oo mm | m m m^.3/s m m^.3/s °/oo | m m^2 m^3/s | m^3/s |1/2 °C - - Nummer |
*|-<-->-|-<->-|<---->|<---->|+<---><---><---><--->-|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|
*| A | B | C | D |S E F G H | I J K L M N | O P Q | R | S T V W X |
| S100 | 3 | 1| | | 0 0.009 38.2 1.813 26 2 | | 1 | 2 20 1 |
| | | | | | 0.5 0.009 38.2 2 38.2 | | | |
| | | | | | 0.981 0.446 26 2.211 34 | | | |
| | | | | | 0.994 0.452 26 2.313 34 | | | |
| | | | | | 1.133 1.443 34 3.403 34 | | | |
| | | | | | 1.152 1.578 34 4.983 34 | | | |
| | | | | | v 1.253 3.195 34 13.394 34 | | | |
| SEND | 1 | 1| 1440| | | | 1 | 2 20 1 |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
</bluem>

==Explanations==
'''General'''
*'''A''': Identification
*'''B''': Calculation type
*'''C''': Length
'''Calculation type 1: translation'''
*'''D''': translation time [min]
:The translation time is always '''rounded down''' to a multiple of the simulation time step!
:If the translation time is shorter than the simulation time step, '''no''' translation will take place!
'''Calculation type 2: Pipe calculated using Kalinin-Miljukov''' / 
'''Calculation type 5: Pipe calculated using non-linear Reservoirs
*'''S''': profile type [1-4]:
*: 1: circle
*: 2: egg (Norm-Ei H/B = 1,5)
*: 3: Maul (Norm-Maul H/B = 0,75)
*: (implemented but faulty 4: rectangle)
*'''E''': diameter (or width)
*'''F''': cross-section area
*'''G''': bottom slope [&permil;]
*'''H''': roughness
'''Calculation type 3: open channel'''
*'''I''': height
*'''J''': width of the left (river)bank
*'''K''': kst left (river)bank
*'''L''': width of the right (river)bank
*'''M''': kst right (river)bank
*'''N''': bottom slope [&permil;]
'''Calculation type: characteristic curve'''
*'''O''': height
*'''P''': cross-section area
*'''Q''': Discharge Qab
'''MQ'''
*'''R''': initial discharge value
:is additionally scaled with the parameter <code>Gerinneabfluss [% von MQ]</code> in the [[ALL-File]]!

Temperature:
*'''S''': Calculation type for the temperature (1 = Mean value with optional [[JGG-File | annual]] / [[WGG-File | weekly]] / [[TGG-File | daily]] pattern; 2 = temperature from a time series/ file)
*'''T''': Mean temperature [°C]
*'''V''', '''W''': Number of the utilized [[JGG-File | annual]] / [[TGG-File | daily]] pattern
*'''X''': Filenumber of the utilized temperature time series (refer to [[EXT-File]])

==Notes==
The maximum number of lines that can be entered per transport element is '''26'''! (<code>TRS_MAXSTZ</code>)

[[Kategorie:BlueM Eingabedateien]]

SYS-File

2018-09-05T17:55:38Z

Mkissel: changed wording a bit for better understanding

{{Eingabedateien}}

<big>System-logic, System-structure</big>

''more information in [[Modellierungstechnische Grundlagen|Theory: Modelling Basics for BlueM]]''

==File==
<bluem>
*Systemlogik (*.SYS)
*===================
*
*|-------------------------------|----------------|----------------|---|---|
*| S y s t e m | Zulauf | Ablauf |WEL|BIL|
*| Beschreibung | Nr. | 1 2 3 | 1 2 3 | | |
*|<--------------------->-|-<-->-|-<-->-<-->-<-->-|-<-->-<-->-<-->-|-+-|-+-|
*| A | B | C D E | F G H | I | J | K
| Einzeleinleiter | E100 | | T100 | J | | Description
| Beispiel Speicher | T100 | E100 | U100 S100 | J | J | Description
| Verbraucher | U100 | T100 | SEND | J | J | Description
| Transportstrecke | S100 | T100 | SEND | | | Description
| Transportstrecke Absch | SEND | S100 U100 | ZPG | | | Description
| ZIELPEGEL | ZPG | SEND | | | | Description
*|-------------------------------|----------------|----------------|---|---|
</bluem>

==Explanations==
'''System'''
* A: Description of the Element
* B: Unique element ID ''(First letters are defined as follows:)''
**Urban Catchment (FKA) : '''F'''
**Rural Catchment (EZG) : '''A'''
**Transport element (TRS) : '''S'''
**Storm-water overflow (RUE) : '''R'''
**Storm-water overflow basin (BEK) : '''B'''
**Individual discharge point (EIN) : '''E'''
**Branching point (VER) : '''V'''
**Consumer (URB) : '''U'''
**Dam (TAL) : '''T'''
**Target water gauge (ZPG) = '''Z'''
**Control functions (KTR) : '''Y''' ''(will not be listed in the system-structure)''
'''Inflow'''
* Each element can receive up to three inflows
* C: Inflow 1
* D: Inflow 2
* E: Inflow 3

'''Outflow'''
* Each element can pass its flow on up to three others
* F: Outflow 1
* G: Outflow 2
* H: Outflow 3

'''Others'''
* I: Calculation and output of the hydrographs in a [[WEL-Datei|WEL-File]]? [J/N] J = Yes, N = No
* J: Calculation and output of the balance in a [[BLZ-Datei|BLZ-File]]? [J/N]
* K: Optional Element description

==BlueM.Sim-Quality==
* The system element "ZIELPEGEL (ZPG)" has to be the '''last''' element in the SYS-file. Reason: BlueM.Sim-Quality assumes an identical array identifier for both "ElemCont" and "ISYS" and the LaPipe-Array, which does not hold if the ZIELPEGEL is not at the end of the SYS-File, because it is included in the array ISYS but not in ElemCont.

[[Kategorie:BlueM Eingabedateien]]

ALL-File

2018-09-05T17:45:19Z

Mkissel: /* Initial conditions */ change wording to depression storage and stormwater tanks

{{Eingabedateien}}
__NOTOC__
<big>General Information</big>

==Datei==
<source lang="bluem">
*Allgemeine Angaben (*.ALL)
*==========================

Bezeichnung.....................: Speicherbewirtschaftung

*Hauptueberschriften:
*--------------------
................................:
................................:
................................:

*Simulations-Zeitraum:
*--------------------- TT.MM.JJJJ hh:mm - TT.MM.JJJJ hh:mm
SimBeginn - SimEnde ............: 01.11.1979 08:00 - 31.10.1980 08:00

*Zeitschritt:
*------------
Zeitschrittlaenge [min] ........: 30
Zeitschritt Monat = M ..........:

*Anfangsbedingungen:
*-------------------
Muldenverluste [mm] ............: 1
Anfangsverlust [%] .............: 100
Gerinneabfluss [% von MQ] ......: 100
Anfangsbeckenfuellung [%] ......: 100
Anfangsbodenfeuchte [%] ........: 100

*Simulationsoptionen:
*-------------------
Kontrollfunktionen ...... [J/N] : N
Berechnung Zielfunktion [J/N] : N

*Berechnungsparameter:
*--------------------
Exponent Abweichungen Sollwert .: 0
Fehlerabweichung am Pegel [%] ..: 0
Fehlerabweichung Zielfkt. [%] ..: 0

*Ausgabeoptionen:
*---------------
Ausgabe Maximalereignisse [J/N] : N
Bilanzausgabe ........... [J/N] : N
... Wahrscheinlichkeiten [J/N] : N
Ganglinienausgabe ....... [J/N] : J
... CSV-Format .......... [J/N] : J
... Binaerausgabe ....... [J/N] : N
Animation ............... [J/N] : N

*DiffQuellen:
*-------------
Berechnung .....................: 0
Anzahl Stoffe ..................: 0

*Erw. Ausgabeoptionen:
*-------------
EFL-Wellenausgabe (LEFLWELOUT). : N
EFL-Bodenkennwerte (LEFLOUT)... : N
DIF-Testausgabe (LDIFOUT) ..... : N
Protokollausgabe (LLOGOUT) .... : N
LTSTOUT ....................... : N
LBFFKT ........................ : N
LBFOUT ........................ : N

*Beschreibung:
*-------------

</source>

==Translations==
In this section you will find the English translation of the German wording used in the example All-File.An Explanation of some of the options can be found in the section '''Explanations''' of this page.

===Bezeichnung===
* <code> Bezeichnung....: Speicherbewirtschaftung </code> is <code> characterization...: reservoir management</code>

===Simulations-Zeitraum===
* <code> Simulations-Zeitraum </code> is the <code> Simulation-period </code>
* the date-format needed is day.month.year hour:minute - day.month.year hour:minute

===Zeitschritt===
* <code> Zeitschritt </code> is the <code> time step </code>

===Anfangsbedingungen===
*<code> Anfangsbedingungen </code> are the <code> initial conditions </code>

===Simulationsoptionen===
*<code> Simulationsoptionen </code> are the <code> simulation options </code>

===Berechnungsparameter===
*<code> Berechnungsparameter </code> are the <code> simulations parameters </code>

===Ausgabeoptionen===
* <code> Ausgabeoptionen </code> are the <code> output options </code>

===DiffQuellen===
* <code> DiffQuellen </code> is an abbreviation of diffuse Quellen and refers to the <code> diffuse sources </code>

===Erw. Ausgabeoptionen===
* <code> Erw. Ausgabeoptionen </code> are <code> extended output options </code>

==Explanations==
===Time step===
* <code>Time step duration [min]</code>:
:A Value between 1 and 43200 (= 30 days)
* <code>Time step month = M</code>:
:If <code>M</code> is chosen here, the <code>time step duration [min]</code> will be ignored and a (variable) time step of exactly one month will be utilized, which begins at the first of a month and ends with the first of the following month .

===Initial conditions===
* <code>losses due to depression storage [mm]</code>:
: depression storage losses of impervious areas (for further information go to [[Natürliche_Einzugsgebiete#Oberflächenwasservorrat (Versiegelter Flächenanteil) O | Theory:Surface water reservoirs (fraction of impervious area)]])
* <code>initial reservoir content [%]</code>:
:Refers to the [[BEK-Datei|BEK-File]], which contains the stormwater overflow tanks as well as the rain-water retention basins of the urban drainage system. The initial reservoir content of a dam is configured in the [[TAL-Datei|TAL-File]].
* <code>initial soil moisture</code>:
:Global initial soil moisture, which will be used as the initial soil moisture of each individual HRU [[EZG-Datei|Catchments]].

===Output options===
* <code>... Probabilities [Y/N]</code>:
:If activated a file will be created containing the probability distribution of the results([[PRB-Datei]]). However this file will only be created for elements for which '''''both''''' the output of the hydrograph and the output of the balance has been activated (refer to [[SYS-Datei| SYS-File]]).
* <code>... CSV-Format [Y/N]</code>:
:By enabling this option the values in the result-files ([[WEL-Datei|WEL]] and [[KWL-Datei|KWL]]-Files) will be separated by semicolons. This is very useful for Excel!

===Extended output options===
* <code>HRU-Discharge wave output (LEFLWELOUT). :</code>
: Creates a [[EFL.WEL-Datei|EFL.WEL-File]] containing a detailed discharge wave (including soil moisture) for individual HRUs (this option must be enabled for desired HRUs in the [[EFL-Datei|EFL-File]]!)
* <code>HRU-Soil parameters (LEFLOUT)... :</code>
: Writes the mean soil parameters of the three calculation horizons for each HRU into a [[EFL.TXT-Datei|EFL.TXT-File]]
* <code>DIF-Test output (LDIFOUT) ..... :</code>
: Creates a debug-report for the calculation including diffuse sources
* <code>Protokollausgabe (LLOGOUT) .... :</code>
: Log protocol output ([[$LOG.TXT]])
* <code>LTSTOUT ....................... :</code>
: (Control) output of each step of the simulation ( which step was completed? Which function was called?)
* <code>LBFFKT ........................ :</code>
: Output of soil funtions for each time increment
* <code>LBFOUT ........................ :</code>
: Old debug-output for soil moisture, contained and improved in LEFLWELOUT and LEFLOUT

[[Kategorie:BlueM Eingabedateien]]

Simulationsarten

2013-08-08T07:21:07Z

Mkissel: moved Simulationsarten to Simulation types

#REDIRECT [[Simulation types]]

Simulation types

2013-08-08T07:21:07Z

Mkissel: moved Simulationsarten to Simulation types

{{HierarchieKopf}}

The load onto the water management system is input via time series.

==Simulation with time series==

This simulation type allows for simulation over any time frame.The load is input via time series. The time series themselves must be in a certain file format. The load can be in the form of precipitation, inflow or both.However it is crucial that precipitation time series are assigned only to a catchment and inflow time series only to individual discharges.

The only limiting factor for the simulation-period depends on the available data within the time series.



{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-08-08T07:20:07Z

Mkissel: changed Simulationsarten to simulation types

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulation types ==
== Time series management ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Consumers ==
== Branching points ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Storm-water overflows ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Simulation types

2013-08-08T07:18:22Z

Mkissel: translation

Zeitreihenverwaltung

2013-08-01T08:14:55Z

Mkissel: moved Zeitreihenverwaltung to Time series management

#REDIRECT [[Time series management]]

Time series management

2013-08-01T08:14:55Z

Mkissel: moved Zeitreihenverwaltung to Time series management

{{HierarchieKopf}}

The time series management is the interface between BlueM and loads into the considered system. The loads are presented in the form of time series. Basically the are stations to which time series can be assigned, differentiated according to the following types: discharge, precipitation, temperature and content.

BlueM uses its own time series format in binary form (BIN). Furthermore time series in the [[ZRE-Format]] can be used.

==Interpretation of time series==

[[Bild:Theorie_Abb52.gif|thumb|300px|Abbildung 52: Interpretation of time series]]

The interpretation of a time series gives vital information about the given time series values respective how the time stamp and the according value are to be understood.

There are five different interpretation types. These types are depicted graphically in the following.

A false interpretation will inevitably lead to incorrect results.

Precipitation in [mm] is mostly given as cumulative curve per time step. Information about discharge at a certain measuring point depends on how the measured values are recorded respectively how they were avereged over a certain time period.

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-08-01T08:14:09Z

Mkissel: Changed Zeitreihenverwaltung to time series management

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Time series management ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Consumers ==
== Branching points ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Storm-water overflows ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Time series management

2013-08-01T08:09:30Z

Mkissel:

Time series management

2013-08-01T07:25:10Z

Mkissel:

{{HierarchieKopf}}

The time series management is the interface between BlueM and loads into the considered system. The loads are presented in the form of time series.

Die Zeitreihenverwaltung ist die Schnittstelle von BlueM zu Belastungen, die in Form von Zeitreihen gegeben sind. Grundsätzlich gibt es Stationen denen Zeitreihen zugeordnet werden können und zwar unterschieden nach den Typen Abfluss, Niederschlag, Verdunstung, Temperatur und Inhalt.

BlueM benutzt ein eigenes Zeitreihenformat in binärer Form (BIN). Es können auch Zeitreihen im [[ZRE-Format]] verwendet werden.

<div class="TALSIM">
Folgende Formate sind für den Import vorhanden:

* WEL-Format (Ergebnisse aus TALSIM)
* ZRE-Format (SYDRO Format)
* UVF-Format
* ZRX-Format (WISKI, Fa. Kisters)
* AQZ-Format (Aquacoup, Fa. Aquaplan)
</div>

==Interpretation von Zeitreihen==

[[Bild:Theorie_Abb52.gif|thumb|300px|Abbildung 52: Interpretation von Zeitreihen]]

Eine wesentliche Information über die abgelegten Zeitreihenwerte liefert die Interpretation, d.h. wie sind der Zeitstempel und der darauf abgelegte Wert zu verstehen.

Insgesamt gibt es fünf verschiedene Interpretationsarten, die grafisch nachfolgend dargestellt sind.

Falsch eingestellte Interpretationen führen zwangsläufig zu fehlerhaften Ergebnissen.

Niederschlag in [mm] liegt in aller Regel als Summenlinie pro Zeitschritt vor. Angaben über den Durchfluss an einer Messstelle hängen von der Messwertaufnahme ab, d.h. wurden bereits über einen Zeitraum gemittelt.

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Soil moisture calculation

2013-07-25T10:46:52Z

Mkissel:

<div style="float:left; margin:0 10px 10px 0">__TOC__</div>
{{HierarchieKopf}}
 
All process-values which are calculated through soil moisture simulation are depicted in the following picture.
[[Bild:Theorie_Abb39.gif|thumb|300px|left|Abbildung 39: calculated process-values through soil moisture simulation]] 

==Hydrological Response Units (HRUs)==
[[Bild:Theorie_Abb42.gif|thumb|Abbildung 42: Sectioning of a catchment into HRUs]]
If Runoff is determined through soil moisture simulation, the HRU concept is applied. This results in a catchment being sub-sectioned into a various amount of hydrological homogenous areas.

[[Bild:Theorie_Abb43.gif|thumb|left|Abbildung 42: Assignment of soil type and land use to a HRU]]

The depicted assignment of land use and soil type is valid for each HRU. The resulting amount of water out of a HRU is applied at the outlet of the elemt. Therefore all HRUs discharge their Water with the same time delay, independent of their position within the catchment.

Soil moisture calculation is computationally intensive and therefore very time-consuming. This is especially true if there are many HRUs in each sub-catchment.
 

===Land use===
Providing information on land use is necessary to run the soil moisture calculation. E.g. the thickness of the rooted zone is determined by providing the root depth in the information regarding land use. Furthermore the parameters of land use are needed to calculate interception and transpiration. The parameters are:
* root depth
* soil coverage
* annual pattern of soil coverage
* leaf area index
* annual pattern of the leaf area index

Providing Haude-Coefficients {{:Literatur:Haude_1954|}}{{:Literatur:Haude_1955|}} is possible by providing an annual pattern and assigning them to the desired land use. This allows for a better consideration of evaporation for each land use.

These Haude-Coefficients scale the valid potential grass reference-evaporation for the time step by their ratio to the corresponding Haude-Coefficient for grass.

===Soil type===

The soil moisture simulation is based on the non-linear calculation of the individual soil layers. The soil is divided into different soil layers. Each layer is calculated and (if existing) adjusted with the layers above or below. The parameters for the soil moisture calculation are the following physical soil properties:
* wilting point (<code>WP</code>)
* field capacity (<code>FK</code>)
* total pore volume (<code>GPV</code>)
* saturated hydraulic-conductivity (<code>kf-Wert</code>)
* maximum infiltration capacity (<code>MaxInf</code>)
* maximum rate of capillary rise (<code>MaxKap</code>)
* Assignment to a soil type: sand, silt, clay

As few as one or as many as six soil layers are possible. A division into three layers has proven to yield the best results. That is why the entered layers are always distributed into three layers in BlueM internally.

* infiltration layer (standard thickness = 20 [cm])
* root layer (minimum thickness = 5 [cm])
* transport layer (minimum thickness = 5 [cm])

[[Bild:Theorie_Abb38.gif|thumb|300px|Abbildung 38: Example of the aggregation of soil layers for the root layer]]

The new characteristic soil parameters for the internally used layers are calculated by weighing the original parameters of the original layers according to the original thickness of these layers.Saturated hydraulic conductivity is calculated according to conservation of continuity of the flow. For vertical Flow the velocity <code>v</code> is to be constant within a layer for a given flow due to the continuity of the flow. Therefore the hydraulic gradient is no longer constant.

:<math>k_{f,v} = \frac{\sum d}{\left ( \frac{d_1}{k_1} + \cdots + \frac{d_i}{k_i} + \cdots + \frac{d_n}{k_n} \right )}</math>

:with
:<code>di</code> = depth of each original layer [mm]
:<code>ki</code> = saturated hydraulic conductivity of each original layer [mm/h]
:<code>kf,v</code> = saturated hydraulic conductivity of the internally used layer [mm/h]

The Aggregation of the layers is depicted in [[:Bild:Theorie_Abb38.gif|Abbildung 38]]. 

==Interception==
In BlueM the inflow to the interception reservoir (<code>QzuIC</code>) is described as a linear function of the free interception reservoir.

:<math>Q_{zu_{IC}} = k_{IC} \cdot ( \mbox{IC}_{max} - \mbox{IC}_{akt})</math>

:with:<code>kIC</code> = 10.0 = Parameter to describe the fill rate of the interception reservoir [1/h] (Bug 409)

The maximum interception capacity for agricultural crops according to {{:Literatur:Hoyningen-Huene_1983}} is:

:<math>\mbox{IC}_{max} = 0.935 + 0.498 \cdot LAI - 0.00575 \cdot LAI^2</math>

:with
:<code>LAI</code> = Leaf Area Index [-]

The rate of evaporation is assumed to be equal to the rate of potential evaporation (= <code>ETp</code>). A simple differential equation can be derived due to the fact that inflow is equal to the amount of rain above the vegetation minus the rain which penetrates it :

:<math>\frac{\mbox{dIC}}{\mbox{d}t} = k_{IC} \cdot ( \mbox{IC}_{max} - \mbox{IC}(t)) - ET_p</math>

Therefore the amount of penetrating rain can be determined through the subtraction of interception from rainfall onto the vegetation.

To simplify things it is assumed that this approach is valid for wooded areas, although this approach was derived out of studies for agricultural crops.

Furthermore the interception evaporation is calculated, which is subtracted from the potential evaporation which leads to a '''reduced potential evaporation''' remaining for the following processes of transpiration and evaporation.

==Soil moisture calculation==
The water balance equation for the soil layer is solved by using a stepwise linear approach for the processes effecting soil moisture, which are '''Infiltration''', '''Evaporation''', '''Transpiration''', '''Percolation''', '''Interflow''' and '''Capillary-Rise'''. The input value for evaporation and transpiration is determined through the reduced potential evaporation due to interception evaporation.

The equation to be solved is as follows:

[[Bild:Theorie_Abb39b.gif|thumb]]

:<math>\frac{d\theta(t)}{d\mbox{t}} = \mbox{Inf}(t) - \mbox{Perk}(t) - \mbox{Eva}_{akt}(t) - \mbox{Trans}_{akt}(t) - \mbox{Int}(t) + \mbox{Kap}(t)</math>

:with:
:<code>θ(t)</code> = current soil moisture
:<code>Inf(t)</code> = infiltration into the soil
:<code>Perk(t)</code> = percolation
:<code>Evaakt(t)</code> = actual evaporation
:<code>Transakt(t)</code> = actual transpiration
:<code>Int(t)</code> = interflow
:<code>Kap(t)</code> = capillary-rise

Infiltration, Percolation, Evaporation, Transpiration, Interflow and Capillary-Rise are dependent on the current soil moisture. In the simulation this dependency is described by the following function curves.

[[Bild:Theorie_Abb40.gif|thumb|500px|Abbildung 40: Depiction of selected soil process functions]]

:with:
:<code>kf</code> = saturated hydraulic conductivity
:<code>nFK</code> = available water capacity (<code>nFK = FK - WP</code>)
:<code>WP</code> = wilting point
:<code>FK</code> = field capacity
:<code>GPV</code> = total pore volume
:<code>I</code> = gradient [-]
:<code>fPK</code> = soil specific scaling factor for the percolation function
:<code>fEva</code> = soil specific scaling factor for the evaporation function
:<code>fTP</code> = soil specific scaling factor for the transpiration function
:<code>f1,Int</code> = soil specific scaling factor for the interflow function
:<code>f2,Int</code> = soil specific scaling factor for the interflow function
:<code>nInt</code> = soil specific scaling factor for the interflow function
:<code>nTP</code> = Krümmungsparameter der Transpirationsfunktion

Program parameters are calculated internally. The user only needs to supply the characteristic soil parameters <code>kf</code>, <code>WP</code>, <code>FK</code> and <code>GPV</code>.

The simulation takes place with a newly developed [[Speicherbaustein|Building-Block]] for the simulation of reservoirs, whichs process function are to be mapped through a stepwise linear approach.

====Infiltration====
[[Bild:Infiltration.png|thumb|300px|Infiltration function in BlueM in comparison to the function according to {{:Literatur:Holtan_1961|Holtan}} for a sand-soil]]
The original approach according to {{:Literatur:Holtan_1961}}:
:<math>\mbox{Inf}(\theta(t)) = \mbox{a}_v \cdot \left ( \mbox{GPV} - \theta(t) \right )^{1,4} + k_f</math>
:with
:<code>av</code> = Vegetation parameter (between 0,1 and 1,0)

is used in a modified form in BlueM:

:<math>\mbox{Inf}(\theta(t)) = \begin{cases} \mbox{MaxInf} + k_f, & 0 < \theta(t) < 0,1 \cdot \mbox{nFK} \\ \mbox{MaxInf} \cdot \left( \frac{\mbox{GPV} - \theta(t)}{\mbox{GPV} - 0,1 \cdot \mbox{nFK}} \right) ^{1,4} + k_f, & \theta(t) \ge 0,1 \cdot \mbox{nFK} \end{cases}</math>

it needs to be noted that this function only describes the '''potential Infiltration'''. Actual Infiltration is limited to the available amount of rain. The modification is a results of the consideration that if it rains on a very dry soil the air within the soil cannot escape and thereby limits maximum infiltration. This leads to a stop of exponential increase in contrast to the original approach of Holtan. ("Flowerpot effect")

====Percolation====

:<math>\mbox{Perk}(\theta(t)) = \begin{cases} 0, & \theta(t) \le \mbox{f}_{PK} \cdot \mbox{nFK} + \mbox{WP} \\ k_f \cdot \left ( \frac{\theta(t) - \left ( \mbox{f}_{PK} \cdot \mbox{nFK} + \mbox{WP} \right )}{\mbox{GPV} - \left ( \mbox{f}_{PK} \cdot \mbox{nFK} + \mbox{WP} \right )} \right )^{n_{PK}}, & \theta(t) > \mbox{f}_{PK} \cdot \mbox{nFK} + \mbox{WP} \end{cases}</math>

:mod. approach according to {{:Literatur:Ostrowski_1992}}, {{:Literatur:Bear_1998}}

:''→ zu modifizieren in [[Talk:Bodenfeuchtesimulation#Perkolation nach van Genuchten|Ansatz nach van Genuchten]]''

====Interflow====

Interflow is realtivly independent of soil parameters and depends on soil moisture and slope of the individual HRU. (refer to Bug 28):

:<math>\mbox{Int}(\theta(t)) = \begin{cases} 0, & \theta(t) \le \mbox{f}_{1,Int} \cdot \mbox{nFK} \\ \theta(t)^{\mbox{n}_{Int}} \cdot \frac{I}{\sqrt{1+I^2}}, & \mbox{f}_{1,Int} \cdot \mbox{nFK} < \theta(t) \le \mbox{f}_{2,Int} \cdot \mbox{nFK} \\ \mbox{f}_{2,Int} \cdot \mbox{nFK}, & \theta(t) > \mbox{f}_{2,Int} \cdot \mbox{nFK} \end{cases}</math>

====Evaporation====

For the evaporation out of the soil the determined potential evaporation, which was adjusted to land use, is converted into evaporation for fallow land.

:<math>\mbox{Eva}(\theta(t)) = \begin{cases} 0, & \theta(t) \le \mbox{WP} \\ \mbox{f}_{Eva} \cdot \left ( \frac{\theta(t)-\mbox{WP}}{\mbox{GPV}-\mbox{WP}} \right ), & \theta(t) > \mbox{WP} \end{cases}</math>

====Transpiration====

:<math>\mbox{Trans}(\theta(t)) = \begin{cases} 0, & \theta(t) \le \mbox{f}_{TP} \cdot \mbox{nFK} + \mbox{WP} \\ \mbox{f}_{TP} \cdot \left ( \frac{\theta(t) - \mbox{f}_{TP} \cdot \mbox{nFK} + \mbox{WP}}{\mbox{GPV} - \mbox{f}_{TP} \cdot \mbox{nFK} + \mbox{WP}} \right )^{n_{TP}}, & \theta(t) > \mbox{f}_{TP} \cdot \mbox{nFK} + \mbox{WP} \end{cases}</math>

==Literature==
<references/>

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BEK-File

2013-07-25T09:14:52Z

Mkissel:

{{Eingabedateien}}

<big>Storm-water overflow basin</big>

''also refer to [[Regenüberlaufbecken | Theory: Storm-water overflow basin]]''

==File==
<bluem>
*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 |
*|-++++-+++++-|-----|----------------------|----------------------------------|---|-----|-----|
</bluem>

==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.
[[Kategorie:BlueM Eingabedateien]]

TRS-File

2013-07-25T08:59:24Z

Mkissel:

{{Eingabedateien}}

<big>Transport elements</big>

''also refer to [[Transportstrecken|Theory:Transport elements]]''

==File==
<bluem>
*Transportelemente (*.TRS)
*=========================
*
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*| Bez | Kng | |Kng =1| Kng = 2,5 | Kng 3 = offenes Gerinne | Kng = 4 | MQ | Temperatur |
*| | |Laenge|Trans-| Rohrleitung |Vorland --Links--- --Rechts--- | Kennlinie | | |
*| | | |lation|P B/D Aquer Js kb | v Hoehe Breite Kst Breite Kst Js | Hoehe A-quer Qab | |Kng Tem JGG TGG Datei |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
*| - | 1-5 | m | min | m m^2 °/oo mm | m m m^.3/s m m^.3/s °/oo | m m^2 m^3/s | m^3/s |1/2 °C - - Nummer |
*|-<-->-|-<->-|<---->|<---->|+<---><---><---><--->-|-+-<----><----><--->-<----><--->-<--->-|-<----><----><---->-|-<---->-|-+-<-->-<->-<->-<------>|
*| A | B | C | D |S E F G H | I J K L M N | O P Q | R | S T V W X |
| S100 | 3 | 1| | | 0 0.009 38.2 1.813 26 2 | | 1 | 2 20 1 |
| | | | | | 0.5 0.009 38.2 2 38.2 | | | |
| | | | | | 0.981 0.446 26 2.211 34 | | | |
| | | | | | 0.994 0.452 26 2.313 34 | | | |
| | | | | | 1.133 1.443 34 3.403 34 | | | |
| | | | | | 1.152 1.578 34 4.983 34 | | | |
| | | | | | v 1.253 3.195 34 13.394 34 | | | |
| SEND | 1 | 1| 1440| | | | 1 | 2 20 1 |
*|------|-----|------|------|----------------------|---------------------------------------|--------------------|--------|------------------------|
</bluem>

==Explanations==
'''General'''
*'''A''': Identification
*'''B''': Calculation type
*'''C''': Length
'''Calculation type 1: translation'''
*'''D''': translation time [min]
:The translation time is always '''rounded down''' to a multiple of the simulation time step!
:If the translation time is shorter than the simulation time step, '''no''' translation will take place!
'''Calculation type 2: Pipe calculated using Kalinin-Miljukov''' / 
'''Calculation type 5: Pipe calculated using non-linear Reservoirs
*'''S''': profile type [1-4]:
*: 1: circle
*: 2: egg (Norm-Ei H/B = 1,5)
*: 3: Maul (Norm-Maul H/B = 0,75)
*: (implemented but faulty 4: rectangle)
*'''E''': diameter (or width)
*'''F''': cross-section area
*'''G''': bottom slope [&permil;]
*'''H''': roughness
'''Calculation type 3: open channel'''
*'''I''': height
*'''J''': width of the left (river)bank
*'''K''': kst left (river)bank
*'''L''': width of the right (river)bank
*'''M''': kst right (river)bank
*'''N''': bottom slope [&permil;]
'''Calculation type: characteristic curve'''
*'''O''': height
*'''P''': cross-section area
*'''Q''': Discharge Qab
'''MQ'''
*'''R''': initial value for the discharge
:is additionally scaled with the parameter <code>Gerinneabfluss [% von MQ]</code> in the [[ALL-File]]!

Temperature:
*'''S''': Calculation type for the temperature (1 = Mean value with optional [[JGG-File | annual]] / [[WGG-File | weekly]] / [[TGG-File | daily]] pattern; 2 = temperature from a time series/ file)
*'''T''': Mean temperature [°C]
*'''V''', '''W''': Number of the utilized [[JGG-File | annual]] / [[TGG-File | daily]] pattern
*'''X''': Filenumber of the utilized temperature time series (refer to [[EXT-File]])

==Notes==
The maximum number of lines that can be entered per transport element is '''26'''! (<code>TRS_MAXSTZ</code>)

[[Kategorie:BlueM Eingabedateien]]

TAL-File

2013-07-25T08:47:24Z

Mkissel: /* Dam-reservoir regulation functions */

{{Eingabedateien}}

<div style="float:left; margin-right:10px;">__TOC__</div>

<big>Dams</big>

''also refer to [[Speicher|Theory: Reservoirs]] and[[Betriebsregelkonzept|Theorie:Betriebsregelkonzept]]''

The TAL-File is split into sections. 

==General Information==
<bluem>
*Talsperren (*.TAL)
*==================
*
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*| Bez | Anfangs- | Maximal | Ge- | Sohle | HW-Entlastung | Krone |
*| | volumen | volumen |wicht| | Kante S-Vol | Kante S-Vol |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*| | [Tsd.cbm] | [Tsd.cbm] | - | [mNN] | [mNN] | [Tsd.cbm] | [mNN] | [Tsd.cbm] |
*|-<-->-|-<-------->-|-<-------->-|-<->-|-<------>-|-<------>-|-<-------->-|-<------>-|-<-------->-|
| T100 | 25060 | 30641 | 1 | 208 | 251.8 | 25060 | 255 | 30641 |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
</bluem>

This segment is self-explanatory. If there is more than one dam this line must be repeated for each dam. 
The Identification of a dam must begin with a '''T'''.

===Translations===
Bez = ID of the Dam 
Anfangsvolumen = initial volume 
Maximalvolumen = maximum volume 
Sohle = (reservoir)bed height 
HW-Entlastung = spillway 
Kante = crest height 
S-Vol = reservoir volume 
Krone = crest 

==Number of functions==
<bluem>
0Funktionen für T100
*===================
*
*|------|------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| Bez.-| Beschreibung | F u n k t i o n e n | | | | | |
*|------| | Anz. Anz. Anz. Anz. | | | | | |
*| - | | Spe Str Grz Abh | | | | | |
*|-<-->-|-<-------------------------->-|-<->--<->--<->--<->-----------------|------|-----|------------|------------------------------|--------------------------------------------|
| A | B | C D E F | | | |
*| |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
*A: ID of the dam (same as in the first segment)
*B: Description of the dam (optional)
*C: Number of reservoir surface area functions (has to correspond to the number of functions defined in the relevant section below)
*D: Number of dam-reservoir regulation functions (has to correspond to the number of functions defined in the relevant section below)
*E: Number of limit functions (has to correspond to the number of functions defined in the relevant section below)
*F: Number of internal dependencies

==Reservoir characteristics==
<bluem>
1| |----------------------- SPEICHERKENNLINIE -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | WSP Volumen Oberfl. | | | | | |
*| | | mNN [0-1] ha | | | | | |
*| |------------------------------|-<----->-<-------->-<------>--------|------|-----|------------|------------------------------|--------------------------------------------|
| | | 208 0 0 | | | | | |
| | | 210 0.00032636 1 | | | | | |
| | | 215 0.01338076 7.5 | | | | | |
| | | 220 0.02676153 15.5 | | | | | |
| | | 225 0.05874482 29.7 | | | | | |
| | | 230 0.1220587 43.1 | | | | | |
| | | 235 0.2056069 63.9 | | | | | |
| | | 240 0.3348455 88 | | | | | |
| | | 245 0.499331 116.9 | | | | | |
| | | 250 0.719624 149.5 | | | | | |
| | | 251.8 0.8178584 162.5 | | | | | |
| | | 255 1 190.5 | | | | | |
*| |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
;Attention!
:There can only be a maximum of 40 supporting points(refer to Bug 32). If more supporting points are entered, an error will occur. Fehler 2231:
<pre style="margin-left:25px;">
2231 Beim Systemelement ..................... XXXX
bei den Funktionswerten fuer ........... Vol
muss der letzte Volumen-Wert = Smax sein!
</pre>

===Translations===
WSP = water level 
Volumen = volume 
Oberfläche = surface area

==Limit functions==
<bluem>
2| |------------------------- GRENZFUNKTIONEN -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | | |
*| | Funktion | lfd Fkt | Min-Wert Zeiger | | | | | |
*| | | Nr. Kng | m3/s Nr. | | | y-Pos | | |
*| |<------------------>|-<->-<->-|-<------>-<->-----------------------|------|-----|-<-------->-|<-------------><------------->|--------------------------------------------|
| | A B C D E F G H |
*| |--------------------|---------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
*A: Description of the limit function
*B: ongoing number (starts with 1)
*C: Unique ID of function
*D: minimum discharge
*E: ???
*F, G, H: nur für graphische Oberfläche

The function itself is defined in the [[FKT-Datei|FKT-File]] under its unique ID.

''(Bei mir wurde der Wert für den minimalen Abfluss nicht ordnungsgemäß aus TALSIM exportiert! [[Benutzer:Froehlich|Froehlich]] 11:50, 9. Aug 2006 (CEST))''

==Reservoir surface area function==
<bluem>
3| |----------------- SPEICHEROBERFLAECHEN - FUNKTIONEN ---------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | | (1) | (2) | | | |
*| | Funktion |Bezug ist| Fkt | | Kng | JGG WGG TGG | QM |Datei| | | |
*| | | Oberfl. | Kng | | 1/2 | - - - | mm/d | Nr. | | | |
*| |<------------------>|---------|-<->-|----------|-<->-|-<->-<->-<->-|<---->|-<->-|------------|------------------------------|--------------------------------------------|
| | A | | B | | C | D E F | G | H | | | |
*| |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
Reservoir surface area functions are inputs and outputs into/ out of the reservoir, which are proportional to the reservoir surface area, e.g. evaporation and precipitation out of or into the reservoir. Like this the calculation of the infiltration can be achieved in a simplified way. 
*A: Name/Description of the reservoir surface area function
*B: Unique ID of the function
*C: Calculation type: [1 | 2]
'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*D, E, F: Number of the [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]to be used
*G: Mean value of the function [mm/d is converted internaly to m³/s.ha]
'''Calculation type 2: time series out of a file'''
*H: Number of the utilized time series(defined in [[EXT-Datei]])

==Dam-reservoir regulation functions==
<bluem>
4| |----------------------- STEUER - FUNKTIONEN ---|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | |A |(3,4,5) | (1) | (2) | | | W E R T E A E N D E R U N G |
*| | Funktion |gibt KTR | Fkt | S Z F Grz| Kng |HYA J W T | QM |Datei| | Achsenbeschriftung |Kng|Intervall Bezugsdatum | konst.Gang |
*| | |nach ID | Kng | J/N ID | 1-5 |ID GG GG GG| m3/s | Nr. | y-Pos | X-Achse Y-Achse |0-3|Typ Faktor Bezugsdatum |JGG WGG TGG |
*| |<------------------>|<-->-<-->|-<->-|-+-+-+-<->|+<->-|<->-<-><-><->|<---->|-<->-|-<-------->-|<-------------><------------->|<->|<->-<---->-TT.MM.JJJJ hh:mm|<->-<->-<->-|
| | A | B C | D | E F G H |I J | K L M N | O | P | Q | R S | T| U V | W | X Y Z |
*| |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>

The function itself is defined in the [[FKT-Datei|FKT-File]] under its distinctive identifier.
*A: Name/Description of the dam-reservoir regulation function
*B: ID the downstream receptacle, which receives the discharge(must be defined as downstream receptacle in the[[SYS-Datei|SYS-File]]!)
*C: (optional) ID of the control function, with which the function shall be scaled (multiplied) (refer to [[KTR-Datei|-File]])
*D: unique ID of the function
*E: Interpolation between supporting points? (J/N)
*F: Interpolation in time? (J/N)
*G: [[Funktionsarten|function-type]]
*H: (optional) Number of the limit(ing) function(refer to [[#Grenzfunktionen | limit functions]]), which is assigned to this dam-reservoir regulation function.
*I: dam-reservoir regulation function active(J/N) (if no, the discharge of this function will be set to 0)
*J: Calculation type (Scaletype):
'''Calculation type 0: direct discharge''' ''(does not work, refer to Bug 15)''

'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*L, M, N: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]
*O: Mean discharge value
'''Calculation type 2: time series:'''
*P: Number of the utilized time series (defined in [[EXT-Datei|EXT-File]])
'''Calculation type 3, 4 and 5: Hydraulics: overflow (3), pipe (4) and turbine (5):''' 
*K: ID of the hydraulic element (refer to the[[HYA-Datei|HYA-File]], the calculation type chosen there must be identical with the chosen type here!)

*Q, R, S: for graphical surfaces
*T, U, V, W, X, Y, Z: Value alteration (?) ''(does not work, refer to Bug 5)''

==Internal dependencies==
<bluem>
5| |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | |
*| | Fkt | QM JGG WGG TGG | Speicher JGG WGG | Fkt Fkt Fkt Fkt | | | | | |
*| | Kng | cbm/s | Tsd.cbm | Nam Nam Nam Nam | | | | | |
*| |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
| | A |>= B C D E |<= F G H | I J K L | | | | | |
*|------|-----|---------------------|---------------------|-----------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
'''A - E: First condition:'''
*A: Function ID
*B: Discharge, which must be surpassed in order for a reduction to occur
*C, D, E: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]] to scale QM
'''F - H: Second condition:'''
*F: reservoir volume,which must be undershot in order for a reduction to occur
*G, H: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly pattern]] to scale the reservoir volume
'''I - L: function ID and order of the dam-reservoir regulation functions, which are to be reduced'''

===Example===
<bluem>
5| |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | |
*| | Fkt | QM JGG WGG TGG | Speicher JGG WGG | Fkt Fkt Fkt Fkt | | | | | |
*| | Kng | cbm/s | Tsd.cbm | Nam Nam Nam Nam | | | | | |
*| |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
| | QH1 |>= 0 |<= 30641 | QM1 QM2 QM3 | | | | | |
</bluem>
;Meaning:If the Discharge from QH1 is greater or equal to 0 and the reservoir volume is less or equal to 30641 thsd. m³, then reduce QM1 and if this is not sufficient, also reduce QM2 and then QM3 until a total reduction amounting to the value of QH1 has been achieved.
[[Kategorie:BlueM Eingabedateien]]

TAL-File

2013-07-25T08:43:33Z

Mkissel: /* Translations */

{{Eingabedateien}}

<div style="float:left; margin-right:10px;">__TOC__</div>

<big>Dams</big>

''also refer to [[Speicher|Theory: Reservoirs]] and[[Betriebsregelkonzept|Theorie:Betriebsregelkonzept]]''

The TAL-File is split into sections. 

==General Information==
<bluem>
*Talsperren (*.TAL)
*==================
*
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*| Bez | Anfangs- | Maximal | Ge- | Sohle | HW-Entlastung | Krone |
*| | volumen | volumen |wicht| | Kante S-Vol | Kante S-Vol |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
*| | [Tsd.cbm] | [Tsd.cbm] | - | [mNN] | [mNN] | [Tsd.cbm] | [mNN] | [Tsd.cbm] |
*|-<-->-|-<-------->-|-<-------->-|-<->-|-<------>-|-<------>-|-<-------->-|-<------>-|-<-------->-|
| T100 | 25060 | 30641 | 1 | 208 | 251.8 | 25060 | 255 | 30641 |
*|------|------------|------------|-----|----------|-----------------------|-----------------------|
</bluem>

This segment is self-explanatory. If there is more than one dam this line must be repeated for each dam. 
The Identification of a dam must begin with a '''T'''.

===Translations===
Bez = ID of the Dam 
Anfangsvolumen = initial volume 
Maximalvolumen = maximum volume 
Sohle = (reservoir)bed height 
HW-Entlastung = spillway 
Kante = crest height 
S-Vol = reservoir volume 
Krone = crest 

==Number of functions==
<bluem>
0Funktionen für T100
*===================
*
*|------|------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| Bez.-| Beschreibung | F u n k t i o n e n | | | | | |
*|------| | Anz. Anz. Anz. Anz. | | | | | |
*| - | | Spe Str Grz Abh | | | | | |
*|-<-->-|-<-------------------------->-|-<->--<->--<->--<->-----------------|------|-----|------------|------------------------------|--------------------------------------------|
| A | B | C D E F | | | |
*| |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
*A: ID of the dam (same as in the first segment)
*B: Description of the dam (optional)
*C: Number of reservoir surface area functions (has to correspond to the number of functions defined in the relevant section below)
*D: Number of dam-reservoir regulation functions (has to correspond to the number of functions defined in the relevant section below)
*E: Number of limit functions (has to correspond to the number of functions defined in the relevant section below)
*F: Number of internal dependencies

==Reservoir characteristics==
<bluem>
1| |----------------------- SPEICHERKENNLINIE -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | WSP Volumen Oberfl. | | | | | |
*| | | mNN [0-1] ha | | | | | |
*| |------------------------------|-<----->-<-------->-<------>--------|------|-----|------------|------------------------------|--------------------------------------------|
| | | 208 0 0 | | | | | |
| | | 210 0.00032636 1 | | | | | |
| | | 215 0.01338076 7.5 | | | | | |
| | | 220 0.02676153 15.5 | | | | | |
| | | 225 0.05874482 29.7 | | | | | |
| | | 230 0.1220587 43.1 | | | | | |
| | | 235 0.2056069 63.9 | | | | | |
| | | 240 0.3348455 88 | | | | | |
| | | 245 0.499331 116.9 | | | | | |
| | | 250 0.719624 149.5 | | | | | |
| | | 251.8 0.8178584 162.5 | | | | | |
| | | 255 1 190.5 | | | | | |
*| |------------------------------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
;Attention!
:There can only be a maximum of 40 supporting points(refer to Bug 32). If more supporting points are entered, an error will occur. Fehler 2231:
<pre style="margin-left:25px;">
2231 Beim Systemelement ..................... XXXX
bei den Funktionswerten fuer ........... Vol
muss der letzte Volumen-Wert = Smax sein!
</pre>

===Translations===
WSP = water level 
Volumen = volume 
Oberfläche = surface area

==Limit functions==
<bluem>
2| |------------------------- GRENZFUNKTIONEN -------------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | | |
*| | Funktion | lfd Fkt | Min-Wert Zeiger | | | | | |
*| | | Nr. Kng | m3/s Nr. | | | y-Pos | | |
*| |<------------------>|-<->-<->-|-<------>-<->-----------------------|------|-----|-<-------->-|<-------------><------------->|--------------------------------------------|
| | A B C D E F G H |
*| |--------------------|---------|------------------------------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
*A: Description of the limit function
*B: ongoing number (starts with 1)
*C: Unique ID of function
*D: minimum discharge
*E: ???
*F, G, H: nur für graphische Oberfläche

The function itself is defined in the [[FKT-Datei|FKT-File]] under its unique ID.

''(Bei mir wurde der Wert für den minimalen Abfluss nicht ordnungsgemäß aus TALSIM exportiert! [[Benutzer:Froehlich|Froehlich]] 11:50, 9. Aug 2006 (CEST))''

==Reservoir surface area function==
<bluem>
3| |----------------- SPEICHEROBERFLAECHEN - FUNKTIONEN ---------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | | (1) | (2) | | | |
*| | Funktion |Bezug ist| Fkt | | Kng | JGG WGG TGG | QM |Datei| | | |
*| | | Oberfl. | Kng | | 1/2 | - - - | mm/d | Nr. | | | |
*| |<------------------>|---------|-<->-|----------|-<->-|-<->-<->-<->-|<---->|-<->-|------------|------------------------------|--------------------------------------------|
| | A | | B | | C | D E F | G | H | | | |
*| |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
Reservoir surface area functions are inputs and outputs into/ out of the reservoir, which are proportional to the reservoir surface area, e.g. evaporation and precipitation out of or into the reservoir. Like this the calculation of the infiltration can be achieved in a simplified way. 
*A: Name/Description of the reservoir surface area function
*B: Unique ID of the function
*C: Calculation type: [1 | 2]
'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*D, E, F: Number of the [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]to be used
*G: Mean value of the function [mm/d is converted internaly to m³/s.ha]
'''Calculation type 2: time series out of a file'''
*H: Number of the utilized time series(defined in [[EXT-Datei]])

==Dam-reservoir regulation functions==
<bluem>
4| |----------------------- STEUER - FUNKTIONEN ---|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | |A |(3,4,5) | (1) | (2) | | | W E R T E A E N D E R U N G |
*| | Funktion |gibt KTR | Fkt | S Z F Grz| Kng |HYA J W T | QM |Datei| | Achsenbeschriftung |Kng|Intervall Bezugsdatum | konst.Gang |
*| | |nach ID | Kng | J/N ID | 1-5 |ID GG GG GG| m3/s | Nr. | y-Pos | X-Achse Y-Achse |0-3|Typ Faktor Bezugsdatum |JGG WGG TGG |
*| |<------------------>|<-->-<-->|-<->-|-+-+-+-<->|+<->-|<->-<-><-><->|<---->|-<->-|-<-------->-|<-------------><------------->|<->|<->-<---->-TT.MM.JJJJ hh:mm|<->-<->-<->-|
| | A | B C | D | E F G H |I J | K L M N | O | P | Q | R S | T| U V | W | X Y Z |
*| |--------------------|---------|-----|----------|-----|-------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>

The function itself is defined in the [[FKT-Datei|FKT-File]] under its distinctive identifier.
*A: Name/Description of the dam-reservoir regulation function
*B: ID the downstream receptacle, which receives the discharge(must be defined as downstream receptacle in the[[SYS-Datei|SYS-File]]!)
*C: (optional) ID of the control function, with which the function shall be scaled (multiplied) (refer to [[KTR-Datei|-File]])
*D: unique ID of the function
*E: Interpolation between supporting points? (J/N)
*F: Interpolation in time? (J/N)
*G: [[Funktionsarten|function-type]]
*H: (optional) Number of the limit(ing) function(refer to [[#Grenzfunktionen | limit functions]]), which is assigned to this dam-reservoir regulation function.
*I: dam-reservoir regulation function active(J/N) (if no, the discharge of this function will be set to 0)
*J: Calculation type (Scaletype):
'''Calculation type 0: direct discharge''' ''(does not work, refer to Bug 15)''

'''Calculation type 1: mean discharge with optional [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]''':
*L, M, N: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]]
*O: Mean discharge value
'''Calculation type 2: time series:'''
*P: Number of the utilized time series (defined in [[EXT-Datei|EXT-File]])
'''Calculation type 3, 4 and 5: Hydraulics: overflow (3), pipe (4) and turbine (5):''' 
*K: ID of the hydraulic element (refer to the[[HYA-Datei|HYA-File]], the calculation type chosen there must be identical with the chosen type here!)

*Q, R, S: nur für graphische Oberfläche
*T, U, V, W, X, Y, Z: Werteänderung (?) ''(funzt nicht, siehe Bug 5)''

==Internal dependencies==
<bluem>
5| |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | |
*| | Fkt | QM JGG WGG TGG | Speicher JGG WGG | Fkt Fkt Fkt Fkt | | | | | |
*| | Kng | cbm/s | Tsd.cbm | Nam Nam Nam Nam | | | | | |
*| |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
| | A |>= B C D E |<= F G H | I J K L | | | | | |
*|------|-----|---------------------|---------------------|-----------------|------|-----|------------|------------------------------|--------------------------------------------|
</bluem>
'''A - E: First condition:'''
*A: Function ID
*B: Discharge, which must be surpassed in order for a reduction to occur
*C, D, E: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly]]/[[TSIM.TGG | daily pattern]] to scale QM
'''F - H: Second condition:'''
*F: reservoir volume,which must be undershot in order for a reduction to occur
*G, H: Number of the utilized [[TSIM.JGG | annual]]/[[TSIM.WGG | weekly pattern]] to scale the reservoir volume
'''I - L: function ID and order of the dam-reservoir regulation functions, which are to be reduced'''

===Example===
<bluem>
5| |--------------------- INTERNE ABHAENGIGKEITEN ---------------------|------|-----|------------|------------------------------|--------------------------------------------|
*| | | | | | | |
*| | Fkt | QM JGG WGG TGG | Speicher JGG WGG | Fkt Fkt Fkt Fkt | | | | | |
*| | Kng | cbm/s | Tsd.cbm | Nam Nam Nam Nam | | | | | |
*| |-<->-|--<---->-<->-<->-<->-|--<-------->-<->-<->-|-<->-<->-<->-<->-|------|-----|------------|------------------------------|--------------------------------------------|
| | QH1 |>= 0 |<= 30641 | QM1 QM2 QM3 | | | | | |
</bluem>
;Meaning:If the Discharge from QH1 is greater or equal to 0 and the reservoir volume is less or equal to 30641 thsd. m³, then reduce QM1 and if this is not sufficient, also reduce QM2 and then QM3 until a total reduction amounting to the value of QH1 has been achieved.
[[Kategorie:BlueM Eingabedateien]]

JGG-File

2013-07-25T08:41:40Z

Mkissel: /* Explanations */

{{Eingabedateien}}

<big>Annual patterns</big>

==File==
<bluem>
*Jahresgänge (*.JGG)
*===================
*
*|-----|-------------|
*| JGG | |
*| - | Dat Fak |
*|-<->+|-+++++-+++++-|
*| A B| C D |
| 1 | 0 |Beispiel Jahresgang (Mittelwert 1)
| | 0 |
| | 0 |
| | 2 |
| | 2 |
| | 2 |
| | 2 |
| | 2 |
| | 2 |
| | 0 |
| | 0 |
| | 0 |
| 2 V| 01.01 1 |Variabler Jahresgang (mit 14 Stützstellen)
| | 15.01 2 |
| | 01.02 3 |
| | 15.02 4 |
| | 01.03 5 |
| | 01.04 6 |
| | 01.05 7 |
| | 01.06 8 |
| | 01.07 9 |
| | 01.08 10 |
| | 01.09 11 |
| | 01.10 12 |
| | 01.11 13 |
| | 01.12 14 |
*|-----|-------------|
</bluem>

==Explanations==
* '''A''': ID of the annual pattern
* '''B''': if <code>V</code> at this place a '''variable annual pattern''' is considered.
** Up to 366 Values can be listed for a variable annual pattern. For each supporting point a date is required.
** For a normal annual pattern there are twelve preset supporting points (one for each month on the 1st of the month)
* '''C''': Date-Format <code>TT.MM</code> [day.month] (''only effective if variable annual cycle!'')
* '''D''': Value or factor

If the mean value of an annual pattern should differ more than 1% from 1,0, a warning will popup.

[[Kategorie:BlueM Eingabedateien]]

KTR-File

2013-07-25T08:39:22Z

Mkissel: /* Control functions */

__NOTOC__
{{Eingabedateien}}

<big>Control functions</big>

''also refer to [[Systemzustände|Theory: System states]]''

==File==
Including an example for the calculation of hydro-power production at a dam.
<bluem>
*Kontrollfunktionen (*.KTR)
*==========================
*
*Kontrolltypen: Typ: A = Aktuelle Systemzustaende
* B = Bilanzen (Abweichungen vom Sollwert)
* C = Bilanzen (aktuelle Systemzustaende)
* P = Pegel
*
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-------------------------------|
*| Bez. |KTR| Funkt.|KTR| Sys-| 1.KTR |WEL| Beschreibung | S O L L W E R T| I S T W E R T |
*| an|Kng| S Z A |Typ|zust.|Z Kng Fak | | | Wert JGG | Kng |Zschr|fest.Zeitraum|Monat|
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-----|--1--|------2------|--3--|
*| | | | | | | | | Tsd.m3 | 1-3 | max.| Start Ende | dt= |
*| J/N| | J/N i | | | | | | m3/s, mm - | | 7200| tt.mm tt.mm |Monat|
*|-<-->-+-|<->|-+-+-+-|-+-|-<->-|<><-><--->|-+-|-<------------------>-|-<-------->-<->-|-<->-|<--->|-++.++-++.++-|-----|
*| A B | C | D E F | G | H | I J K | L | M | N O | P | Q | R S | T |
| T100 J |y01| J N 0 | A | QA1 | | J | Turbine discharge | | | | | |
| T100 J |y02| J N 3 | F | WSP | | J | Hydraulic head | | | | | |
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-----|--1--|------2------|--3--|
*
*Kontrollgruppen: KGRP: Z = Zusammenfassung verschiedener Kontrollfunktionen
* Wert: 1 : Kontrolliert IST - Wert
* 2 : Kontrolliert FAKTOR - Wert
*
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-------------------------------|
*| Bez. |KTR| Funkt.|KTR| Sys-| 1.KTR |WEL| Beschreibung | S O L L W E R T| I S T W E R T |
*| an|Kng| S Z A |Typ|zust.|Z Kng Fak | | | Wert JGG | Kng |Zschr|fest.Zeitraum|Monat|
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-----|--1--|------2------|--3--|
*| | | | | | | | | Tsd.m3 | 1-3 | max.| Start Ende | dt= |
*| J/N| | J/N i | | | | | | m3/s, mm - | | 7200| tt.mm tt.mm |Monat|
*|-<-->-+-|<->|-+-+-+-|-+-|-<->-|<><-><--->|-+-|-<------------------>-|-<-------->-<->-|-<->-|<--->|-++.++-++.++-|-----|
*| A B | C | D E F | G | H | I J K | L | M | N O | P | Q | R S | T |
| KGRP J |y03| J N 0 | A | |+ y01 0.85| J | Hydropower production| | | | | |
| | | | | |* y02 9.81| | | | | | | |
*|--------|---|-------|---|-----|----------|---|----------------------|----------------|-----|--1--|------2------|--3--|
</bluem>

==Explanations==

;Hint:Control functions for the same element must be listed immediately one after anathoer (Bug 342)

===Control functions===
'''General'''
*'''A''': ID of the element from which a system state is to be called
*'''B''': Control function enabled/disabled? [J/N] J = Yes, N = No
*'''C''': Unique ID of the control function(must begin with <code>y</code>!)
*'''D''': Interpolation between supporting points [J/N]
*'''E''': Interpolation in time [J/N]
*'''F''': [[Funktionsarten|function type]] (if control-type <code>F</code> it must be identical to the function type in the [[FKT-Datei|FKT-File]]. For other control-types it should always be 0!
*'''G''': Control-type:
** <code>A</code> = current state
** <code>F</code> = Function (in this case the function must be defined in the [[FKT-Datei|FKT-File]]!)
** <code>B</code> = Balance with target/reference
** <code>C</code> = Balance without target/reference
** <code>P</code> = Control water gage
*'''H''': System state ( different possibilities according to element-type, e.g. <code>1AB</code>, <code>1ZU</code>. For a dam also <code>VOL</code>, <code>WSP</code> or the identification of the control/steering function)
*'''I, J, K''': only relevant for [[#Kontrollgruppen|control groups]]
*'''L''': Discharge wave output in a [[KWL-Datei|KWL-File]] [J/N]
*'''M''': Description
'''Target-value''' (required only if control-type <code>B</code>)
*'''N''': Target-value [Tsd m³; m³, mm]
*'''O''': [[JGG-Datei|Annual pattern]] of the target-value
'''Is-value / current value''' (required only if control-type <code>B</code> and/or <code>C</code>)
*'''P''': ID of the calculation-type of the is-value /current value: [1-3]
:'''Calculation-type 1: variable, gliding time horizon
:*'''Q''': Number of time steps [max. 7200]
:'''Calculation-type 2: fix time horizon'''
:*'''R''': Beginning [TT.MM] [day.month]
:*'''S''': End [TT.MM] [day.month]
:'''Calculation-type 3: fix time horizon month'''
:*'''T''': '' Value is not required, is not imported''

===Control-groups===
Refer to [[#Kontrollfunktionen|control-functions]],however with the following differences:
*'''A''': ID of the control-group(has to be <code>KGRP</code>!)
*'''H''': Irrelevant for control-groups
*'''I''': Calculation rules for the combination of control-functions/groups. Possible operators are: +, -, *, /, <, >, <=, >=
*'''J''': ID of the control-function which is to be utilized (refer to '''C''')
*'''K''': Multiplier for this control-function

[[Kategorie:BlueM Eingabedateien]]

SYS-File

2013-07-25T08:35:10Z

Mkissel: /* Explanations */

{{Eingabedateien}}

<big>System-logic, System-structure</big>

''more information in [[Modellierungstechnische Grundlagen|Theory: Modelling Basics for BlueM]]''

==File==
<bluem>
*Systemlogik (*.SYS)
*===================
*
*|-------------------------------|----------------|----------------|---|---|
*| S y s t e m | Zulauf | Ablauf |WEL|BIL|
*| Beschreibung | Nr. | 1 2 3 | 1 2 3 | | |
*|<--------------------->-|-<-->-|-<-->-<-->-<-->-|-<-->-<-->-<-->-|-+-|-+-|
*| A | B | C D E | F G H | I | J | K
| Einzeleinleiter | E100 | | T100 | J | | Description
| Beispiel Speicher | T100 | E100 | U100 S100 | J | J | Description
| Verbraucher | U100 | T100 | SEND | J | J | Description
| Transportstrecke | S100 | T100 | SEND | | | Description
| Transportstrecke Absch | SEND | S100 U100 | ZPG | | | Description
| ZIELPEGEL | ZPG | SEND | | | | Description
*|-------------------------------|----------------|----------------|---|---|
</bluem>

==Explanations==
'''System'''
* A: Description of the Element
* B: Unique ID for the element ''(First letters are defined as follows:)''
**Urban Catchment (FKA) : '''F'''
**Rural Catchment (EZG) : '''A'''
**Transport element (TRS) : '''S'''
**Storm-water overflow (RUE) : '''R'''
**Storm-water overflow basin (BEK) : '''B'''
**Individual discharge point (EIN) : '''E'''
**Branching point (VER) : '''V'''
**Consumer (URB) : '''U'''
**Dam (TAL) : '''T'''
**Target water gauge (ZPG) = '''Z'''
**Control functions (KTR) : '''Y''' ''(will not be listed in the system-plan)''
'''Inflow'''
* C: Inflow possibility 1 to the element
* D: Inflow possibility 2 to the element
* E: Inflow possibility 3 to the element

'''Outflow'''
* F: Outflow possibility 1 out of the element
* G: Outflow possibility 2 out of the element
* H: Outflow possibility 3 out of the element

'''Others'''
* I: Calculation and output of the hydrographs in a [[WEL-Datei|WEL-File]]? [J/N] J = Yes, N = No
* J: Calculation and output of the balance in a [[BLZ-Datei|BLZ-File]]? [J/N]
* K: Optional Element description

==BlueM.Sim-Quality==
* The system element "ZIELPEGEL (ZPG)" has to be the '''last''' element in the SYS-file. Reason: BlueM.Sim-Quality assumes an identical array identifier for both "ElemCont" and "ISYS" and the LaPipe-Array, which does not hold if the ZIELPEGEL is not at the end of the SYS-File, because it is included in the array ISYS but not in ElemCont.

[[Kategorie:BlueM Eingabedateien]]

ALL-File

2013-07-25T08:33:23Z

Mkissel: /* Initial conditions */

{{Eingabedateien}}
__NOTOC__
<big>General Information</big>

==Datei==
<bluem lines=true>
*Allgemeine Angaben (*.ALL)
*==========================

Bezeichnung.....................: Speicherbewirtschaftung

*Hauptueberschriften:
*--------------------
................................:
................................:
................................:

*Simulations-Zeitraum:
*--------------------- TT.MM.JJJJ hh:mm - TT.MM.JJJJ hh:mm
SimBeginn - SimEnde ............: 01.11.1979 08:00 - 31.10.1980 08:00

*Zeitschritt:
*------------
Zeitschrittlaenge [min] ........: 30
Zeitschritt Monat = M ..........:

*Anfangsbedingungen:
*-------------------
Muldenverluste [mm] ............: 1
Anfangsverlust [%] .............: 100
Gerinneabfluss [% von MQ] ......: 100
Anfangsbeckenfuellung [%] ......: 100
Anfangsbodenfeuchte [%] ........: 100

*Simulationsoptionen:
*-------------------
Kontrollfunktionen ...... [J/N] : N
Berechnung Zielfunktion [J/N] : N

*Berechnungsparameter:
*--------------------
Exponent Abweichungen Sollwert .: 0
Fehlerabweichung am Pegel [%] ..: 0
Fehlerabweichung Zielfkt. [%] ..: 0

*Ausgabeoptionen:
*---------------
Ausgabe Maximalereignisse [J/N] : N
Bilanzausgabe ........... [J/N] : N
... Wahrscheinlichkeiten [J/N] : N
Ganglinienausgabe ....... [J/N] : J
... CSV-Format .......... [J/N] : J
... Binaerausgabe ....... [J/N] : N
Animation ............... [J/N] : N

*DiffQuellen:
*-------------
Berechnung .....................: 0
Anzahl Stoffe ..................: 0

*Erw. Ausgabeoptionen:
*-------------
EFL-Wellenausgabe (LEFLWELOUT). : N
EFL-Bodenkennwerte (LEFLOUT)... : N
DIF-Testausgabe (LDIFOUT) ..... : N
Protokollausgabe (LLOGOUT) .... : N
LTSTOUT ....................... : N
LBFFKT ........................ : N
LBFOUT ........................ : N

*Beschreibung:
*-------------

</bluem>

==Translations==
In this section you will find the English translation of the German wording used in the example All-File.An Explanation of some of the options can be found in the section '''Explanations''' of this page.

===Bezeichnung===
* <code> Bezeichnung....: Speicherbewirtschaftung </code> is <code> characterization...: reservoir management</code>

===Simulations-Zeitraum===
* <code> Simulations-Zeitraum </code> is the <code> Simulation-period </code>
* the date-format needed is day.month.year hour:minute - day.month.year hour:minute

===Zeitschritt===
* <code> Zeitschritt </code> is the <code> time step </code>

===Anfangsbedingungen===
*<code> Anfangsbedingungen </code> are the <code> initial conditions </code>

===Simulationsoptionen===
*<code> Simulationsoptionen </code> are the <code> simulation options </code>

===Berechnungsparameter===
*<code> Berechnungsparameter </code> are the <code> simulations parameters </code>

===Ausgabeoptionen===
* <code> Ausgabeoptionen </code> are the <code> output options </code>

===DiffQuellen===
* <code> DiffQuellen </code> is an abbreviation of diffuse Quellen and refers to the <code> diffuse sources </code>

===Erw. Ausgabeoptionen===
* <code> Erw. Ausgabeoptionen </code> are <code> extended output options </code>

==Explanations==
===Time step===
* <code>Time step duration [min]</code>:
:A Value between 1 and 43200 (= 30 days)
* <code>Time step month = M</code>:
:If <code>M</code> is chosen here, the <code>time step duration [min]</code> will be ignored and a (variable) time step of exactly one month will be utilized, which begins at the first of a month and ends with the first of the following month .

===Initial conditions===
* <code>losses due to troughs [mm]</code>:
: Trough losses of the impervious areas (for further information go to [[Natürliche_Einzugsgebiete#Oberflächenwasservorrat (Versiegelter Flächenanteil) O | Theory:Surface water reservoirs (fraction of impervious area)]])
* <code>initial reservoir content [%]</code>:
:Refers to the [[BEK-Datei|BEK-File]], which contains the storm-water overflow basins as well as the rain-water retention basins of the urban drainage system. The initial reservoir content of a dam is configured in the [[TAL-Datei|TAL-File]].
* <code>initial soil moisture</code>:
:Global initial soil moisture, which will be used as the initial soil moisture of each individual HRU [[EZG-Datei|Catchments]].

===Output options===
* <code>... Probabilities [Y/N]</code>:
:If activated a file will be created containing the probability distribution of the results([[PRB-Datei]]). However this file will only be created for elements for which '''''both''''' the output of the hydrograph and the output of the balance has been activated (refer to [[SYS-Datei| SYS-File]]).
* <code>... CSV-Format [Y/N]</code>:
:By enabling this option the values in the result-files ([[WEL-Datei|WEL]] and [[KWL-Datei|KWL]]-Files) will be separated by semicolons. This is very useful for Excel!

===Extended output options===
* <code>HRU-Discharge wave output (LEFLWELOUT). :</code>
: Creates a [[EFL.WEL-Datei|EFL.WEL-File]] containing a detailed discharge wave (including soil moisture) for individual HRUs (this option must be enabled for desired HRUs in the [[EFL-Datei|EFL-File]]!)
* <code>HRU-Soil parameters (LEFLOUT)... :</code>
: Writes the mean soil parameters of the three calculation horizons for each HRU into a [[EFL.TXT-Datei|EFL.TXT-File]]
* <code>DIF-Test output (LDIFOUT) ..... :</code>
: Creates a debug-report for the calculation including diffuse sources
* <code>Protokollausgabe (LLOGOUT) .... :</code>
: Log protocol output ([[$LOG.TXT]])
* <code>LTSTOUT ....................... :</code>
: (Control) output of each step of the simulation ( which step was completed? Which function was called?)
* <code>LBFFKT ........................ :</code>
: Output of soil funtions for each time increment
* <code>LBFOUT ........................ :</code>
: Old debug-output for soil moisture, contained and improved in LEFLWELOUT and LEFLOUT

[[Kategorie:BlueM Eingabedateien]]

Verbraucher

2013-07-02T07:26:10Z

Mkissel: moved Verbraucher to Consumers

#REDIRECT [[Consumers]]

Consumers

2013-07-02T07:26:08Z

Mkissel: moved Verbraucher to Consumers

{{HierarchieKopf}}

Consumers withdraw as well as discharge water. They can be interpreted as municipal or industrial water works with connecting supply grid. Consumers require potable water or water for other uses and discharge it back into a natural system (e.g. river) through the sewer system and waste water treatment plant with a certain time delay. The time delay indicates how long in average the water remains within the consumer before it is discharged into a natural system (e.g. river) after having been treated in the waste water treatment plant. Consumers replace a detailed simulation of an urban area and its sewer system. However if a more differentiated consideration of urban areas is needed, this can be achieved by using urban catchments, pipes and reservoirs (as retention structures within the sewer system).

==Demand characteristics==

Demand characteristics provide information about the desired amounts of water. These amounts can be defined via two different options.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Additional inflow characteristics==

A consumers water demands can be met through more than one river basin or catchment. If a consumer acquires water from outside of the considered system a additional inflow into the system occurs. The additional inflow characteristics can be defined via two different options as well.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Discharge back into the system==

[[Bild:Theorie_Abb46.gif|thumb|400px|Abbildung 46: Flows of a consumer]]

A consumer can't just receive additional inflow from other systems. It can discharge water into areas outside of the considered system. E.g. this would be the case if the water works are responsible for multiple supply zones and at least one of these zones is not within the system which is to be simulated. This method can be used to depict discharge characteristics of sewer systems into another area. This behavior corresponds to the simulation of connections/ transfers with/ into other catchments.

In these cases a consumer acts as a branching point. There are three possible concepts to represent this behaviour ( for more information please refer to [[Branching points]]).

'''Option 1:''' Threshold model

:If discharge from the consumer back into the system surpasses a certain threshold, the amounts above this threshold are deducted respectively not reentered into the system.

'''Option 2:''' Percentage distribution

: A certain percentage of the consumers discharge back into the system is deducted and is discharged into a different catchment and therefore is not reentered into the system.

'''Option 3:''' Distribution according to a characteristic curve

: The deducted amount, which is discharged into other areas, is determined in dependency on the current discharge of the consumer back into the system.

The flows of a consumer are depicted in [[:Bild:Theorie_Abb46.gif|Abbildung 46]] .

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-07-02T07:24:55Z

Mkissel: Changed Verbraucher into consumers

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Zeitreihenverwaltung ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Consumers ==
== Branching points ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Storm-water overflows ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Consumers

2013-07-02T07:23:16Z

Mkissel:

Consumers

2013-07-02T07:22:03Z

Mkissel: End first translation draft

{{HierarchieKopf}}

Consumers withdraw as well as discharge water. They can be interpreted as municipal or industrial water works with connecting supply grid. Consumers require potable water or water for other uses and discharge it back into a natural system (e.g. river) through the sewer system and waste water treatment plant with a certain time delay. The time delay indicates how long in average the water remains within the consumer before it is discharged into a natural system (e.g. river) after having been treated in the waste water treatment plant. Consumers replace a detailed simulation of an urban area and its sewer system. However if a more differentiated consideration of urban areas is needed, this can be achieved by using urban catchments, pipes and reservoirs (as retention structures within the sewer system).

==Demand characteristics==

Demand characteristics provide information about the desired amounts of water. These amounts can be defined via two different options.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Additional inflow characteristics==

A consumers water demands can be met through more than one river basin or catchment. If a consumer acquires water from outside of the considered system a additional inflow into the system occurs. The additional inflow characteristics can be defined via two different options as well.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Discharge back into the system==

[[Bild:Theorie_Abb46.gif|thumb|400px|Abbildung 46: Flows of a consumer]]

A consumer can't just receive additional inflow from other systems. It can discharge water into areas outside of the considered system. E.g. this would be the case if the water works are responsible for multiple supply zones and at least one of these zones is not within the system which is to be simulated. This method can be used to depict discharge characteristics of sewer systems into another area. This behavior corresponds to the simulation of connections/ transfers with/ into other catchments.

In these cases a consumer acts as a branching point. There are three possible concepts to represent this behaviour ( for more information please refer to [[Branching points]]).

'''Option 1:''' Threshold model

:If discharge from the consumer back into the system surpasses a certain threshold, the amounts above this threshold are deducted respectively not reentered into the system.

'''Option 2:''' Percentage distribution

: A certain percentage of the consumers discharge back into the system is deducted and is discharged into a different catchment and therefore is not reentered into the system.

'''Option 3:''' Distribution according to a characteristic curve

: The deducted amount, which is discharged into other areas, is determined in dependency of the current discharge of the consumer back into the system.

The flows of a consumer are depicted in [[:Bild:Theorie_Abb46.gif|Abbildung 46]] .

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Hydrological Basics

2013-07-02T06:53:27Z

Mkissel:

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Individual discharges]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Branching points]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Storm-water overflows]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* surface run-off
* base flow
* total discharge
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urban Catchments]]'''
|
* rainfall
* inhabitants / industry and other businesses
* polutants
|
* fraction of impervious areas
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* wet weather flow
* dry weather flow
* total discharge
* ...
|- valign="top"
| '''[[Einleitungen|Individual discharges]]'''
|
|
* water inflow into the system
|
* discharge
|- valign="top"
| '''[[Transportstrecken|Transport elements]]'''
|
* inflow
|
* translation
* retention
|
* discharge
|- valign="top"
| '''[[Verbraucher| Consumer]]'''
|
* inflow
|
* consumer characteristics
* additional inflow from other areas
* flow back into the system
|
* flow back into the system
* additional inflow
* total discharge
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Speicher|Reservoirs]]'''
:* Dams
:* detention reservoir
:* rain water retention basin
|
* inflow
optional:
* rainfall
* evaporation
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe|Storm-water overflow]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Regenüberlaufbecken|storm-water overflow basin]]'''
|
* inflow
|
* reservoir/basin content specifications
|
* two outflows

|}

'''''Tabelle 1: List of system elements including their most important characteristics and methods'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Hydrological Basics

2013-07-02T06:51:16Z

Mkissel:

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Individual Discharges]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Branching points]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Storm-water overflows]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* surface run-off
* base flow
* total discharge
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urban Catchments]]'''
|
* rainfall
* inhabitants / industry and other businesses
* polutants
|
* fraction of impervious areas
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* wet weather flow
* dry weather flow
* total discharge
* ...
|- valign="top"
| '''[[Einleitungen|Individual discharges]]'''
|
|
* water inflow into the system
|
* discharge
|- valign="top"
| '''[[Transportstrecken|Transport elements]]'''
|
* inflow
|
* translation
* retention
|
* discharge
|- valign="top"
| '''[[Verbraucher| Consumer]]'''
|
* inflow
|
* consumer characteristics
* additional inflow from other areas
* flow back into the system
|
* flow back into the system
* additional inflow
* total discharge
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Speicher|Reservoirs]]'''
:* Dams
:* detention reservoir
:* rain water retention basin
|
* inflow
optional:
* rainfall
* evaporation
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe|Storm-water overflow]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Regenüberlaufbecken|storm-water overflow basin]]'''
|
* inflow
|
* reservoir/basin content specifications
|
* two outflows

|}

'''''Tabelle 1: List of system elements including their most important characteristics and methods'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Consumers

2013-06-27T08:42:23Z

Mkissel: translation

{{HierarchieKopf}}

Consumers withdraw as well as discharge water. They can be interpreted as municipal or industrial water works with connecting supply grid. Consumers require potable water or water for other uses and discharge it back into a natural system (e.g. river) through the sewer system and waste water treatment plant with a certain time delay. The time delay indicates how long in average the water remains within the consumer before it is discharged into a natural system (e.g. river) after having been treated in the waste water treatment plant. Consumers replace a detailed simulation of an urban area and its sewer system. However if a more differentiated consideration of urban areas is needed, this can be achieved by using urban catchments, pipes and reservoirs (as retention structures within the sewer system).

==Demand characteristics==

Demand characteristics provide information about the desired amounts of water. These amounts can be defined via two different options.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Additional inflow characteristics==

A consumers water demands can be met through more than one river basin or catchment. If a consumer acquires water from outside of the considered system a additional inflow into the system occurs. The additional inflow characteristics can be defined via two different options as well.

'''Option 1:''' a constant hydrograph with a daily, monthly or annual pattern.

'''Option 2:''' a measured or generated time series in the time series management

==Wiedereinleitung in das System==

[[Bild:Theorie_Abb46.gif|thumb|400px|Abbildung 46: Volumenströme eines Verbrauchers]]

Genau wie ein Verbraucher Zuschuss aus Fremdgebieten beziehen kann, so kann er auch Wasser an Gebiete außerhalb des betrachteten Systems abgeben. Eine solche Situation liegt dann vor, wenn ein Wasserwerk mehrere Versorgungsgebiete bedienen muss, wobei mindestens eines nicht Bestandteil des zu simulierenden Systems ist. Das Entlastungsverhalten einer Kanalisation in ein Fremdgebiet kann über diese Methode vereinfacht abgebildet werden. Dieses Verhalten entspricht der Simulation von Überleitungen in andere Einzugsgebiete.

In solch einem Fall verhält sich ein Verbraucher wie ein Aufteilungsbauwerk, wobei drei verschiedene Konzepte denkbar sind (genaue Erläuterung der Optionen finden sich beim Element [[Aufteilungsbauwerke / Verzweigungen|Verzweigung]].

'''Option 1:''' Schwellwertkonzept

:Überschreitet das vom Verbraucher zum System zurückfließende Wasser einen bestimmten Grenzwert, wird der über dem Grenzwert liegende Anteil abgeschlagen bzw. nicht mehr in das System zurückgeleitet.

'''Option 2:''' Prozentuale Aufteilung

:Ein bestimmter Prozentsatz des vom Verbraucher zum System zurückfließenden Wassers wird als Abschlag in andere Einzugsgebiete behandelt und nicht mehr in das System zurückgeführt.

'''Option 3:''' Aufteilung gemäß einer Kennlinie

:Die Höhe des Abschlags in andere Gebiete erfolgt in Abhängigkeit der aktuellen vom Verbraucher zurückfließenden Menge.

Die Volumenströme eines Verbrauchers sind in [[:Bild:Theorie_Abb46.gif|Abbildung 46]] veranschaulicht.

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Consumers

2013-06-27T08:16:56Z

Mkissel: Start Translation

{{HierarchieKopf}}

Consumers withdraw as well as discharge water. They can be interpreted as municipal or industrial water works with connecting supply grid. Consumers require potable water or water for other uses and discharge it back into a natural system (e.g. river) through the sewer system and waste water treatment plant with a certain time delay. The time delay indicates how long in average the water remains within the consumer before it is discharged into a natural system (e.g. river) after having been treated in the waste water treatment plant. Consumers replace a detailed simulation of an urban area and its sewer system. However if a more differentiated consideration of urban areas is needed, this can be achieved by using urban catchments, pipes and reservoirs (as retention structures within the sewer system).

==Bedarfsverhalten==

Das Bedarfsverhalten gibt Aufschluss über die erwünschten Wassermengen. Die Definition dieser Wassermengen ist über zwei Optionen möglich.

'''Option 1:''' als konstante Ganglinie, die sich Tages-, Monats- und Jahresweise wiederholt

'''Option 2:''' als gemessene oder generierte Zeitreihe aus der Zeitreihenverwaltung

==Zuschussverhalten==

Ein Verbraucher kann aus verschiedenen wasserwirtschaftlichen Systemen bzw. Einzugsgebieten Wasser zur Deckung seines Bedarfs erhalten. Besitzt nun ein Verbraucher eine Wasserbezugsquelle, die sich außerhalb des betrachteten Systems befindet, so liegt eine Einleitung bzw. ein Zuschuss in das System vor. Die Bestimmung des Zuschussverhaltens erfolgt analog dem Bedarfsverhalten über zwei Optionen.

'''Option 1:''' als konstante Ganglinie, die sich Tages-, Monats- und Jahresweise wiederholt

'''Option 2:''' als gemessene oder generierte Zeitreihe aus der Zeitreihenverwaltung

==Wiedereinleitung in das System==

[[Bild:Theorie_Abb46.gif|thumb|400px|Abbildung 46: Volumenströme eines Verbrauchers]]

Genau wie ein Verbraucher Zuschuss aus Fremdgebieten beziehen kann, so kann er auch Wasser an Gebiete außerhalb des betrachteten Systems abgeben. Eine solche Situation liegt dann vor, wenn ein Wasserwerk mehrere Versorgungsgebiete bedienen muss, wobei mindestens eines nicht Bestandteil des zu simulierenden Systems ist. Das Entlastungsverhalten einer Kanalisation in ein Fremdgebiet kann über diese Methode vereinfacht abgebildet werden. Dieses Verhalten entspricht der Simulation von Überleitungen in andere Einzugsgebiete.

In solch einem Fall verhält sich ein Verbraucher wie ein Aufteilungsbauwerk, wobei drei verschiedene Konzepte denkbar sind (genaue Erläuterung der Optionen finden sich beim Element [[Aufteilungsbauwerke / Verzweigungen|Verzweigung]].

'''Option 1:''' Schwellwertkonzept

:Überschreitet das vom Verbraucher zum System zurückfließende Wasser einen bestimmten Grenzwert, wird der über dem Grenzwert liegende Anteil abgeschlagen bzw. nicht mehr in das System zurückgeleitet.

'''Option 2:''' Prozentuale Aufteilung

:Ein bestimmter Prozentsatz des vom Verbraucher zum System zurückfließenden Wassers wird als Abschlag in andere Einzugsgebiete behandelt und nicht mehr in das System zurückgeführt.

'''Option 3:''' Aufteilung gemäß einer Kennlinie

:Die Höhe des Abschlags in andere Gebiete erfolgt in Abhängigkeit der aktuellen vom Verbraucher zurückfließenden Menge.

Die Volumenströme eines Verbrauchers sind in [[:Bild:Theorie_Abb46.gif|Abbildung 46]] veranschaulicht.

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Regenüberläufe

2013-06-27T07:40:54Z

Mkissel: moved Regenüberläufe to Storm-water overflows

#REDIRECT [[Storm-water overflows]]

Storm-water overflows

2013-06-27T07:40:54Z

Mkissel: moved Regenüberläufe to Storm-water overflows

{{HierarchieKopf}}

[[Bild:Verzweigung.gif|thumb|left|400px]]

Branching points serve the purpose of dividing an inflow into two outflows according to a certain distribution specification. Branching points can be an intake structure in rivers for water supply or irrigation purposes,forks in a sewer system, diversions of a part of the inflow or outflow of a dam, storm-water overflows etc.. 

There are three possible approaches to define the distribution specification.

==Threshold model (Option 1)==

[[Bild:Theorie_Abb47b.gif|thumb|300px|Abbildung 47b: Outflow distribution using the threshold model approach.]]

According to the threshold model the second outflow (e.g. storm-water overflow: outlet pipe) is applied only after a critical inflow Qkrit has been reached, due to which the first outflow (e.g. storm-water overflow: throttle)backwater retention reaches the overflow crest. In reality a perfect distribution of the outflows after having reached the threshold value is usually not possible, therefore a selectivity can be specified for the structure to better represent real conditions.

The selectivity is defined as: <math>\mbox{Trennschaerfe} = \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}}</math>

[[Bild:Theorie_Abb47.gif|thumb|left|600px|Abbildung 47: Definition selectivity parameter in BlueM]] 

==Percentage distribution (Option 2)==

Independent of inflow a constant distribution into two outflows ab1 and Qab2 according to a certain percentage ratio occurs. Here too, one has the option to influence the distribution through scaling.

==Characteristic curve (Option 3)==

A dependency between outflow Qab1 and inflow, which was derived through hydraulic calculations or operating instructions, is utilized as a polygon course. The second outflow Qab2 is calculated as the residual value of inflow - Qab1.

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-06-27T07:40:21Z

Mkissel: Changed Regenüberläufe to Storm-water overflows

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Zeitreihenverwaltung ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Verbraucher ==
== Branching points ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Storm-water overflows ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Storm-water overflows

2013-06-27T07:39:22Z

Mkissel: Translation

Aufteilungsbauwerke / Verzweigungen

2013-06-27T07:24:50Z

Mkissel: moved Aufteilungsbauwerke / Verzweigungen to Branching points

#REDIRECT [[Branching points]]

Branching points

2013-06-27T07:24:48Z

Mkissel: moved Aufteilungsbauwerke / Verzweigungen to Branching points

BlueM.Sim theory

2013-06-27T07:23:45Z

Mkissel: changed Aufteilungsbauwerke/Verzweigungen into Branching points

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Zeitreihenverwaltung ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Verbraucher ==
== Branching points ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Regenüberläufe ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Branching points

2013-06-27T07:21:12Z

Mkissel: Translation

Einleitungen

2013-06-11T07:56:27Z

Mkissel: moved Einleitungen to Individual discharges

#REDIRECT [[Individual discharges]]

Individual discharges

2013-06-11T07:56:27Z

Mkissel: moved Einleitungen to Individual discharges

{{HierarchieKopf}}

Individual discharges serve as a interface from outside of the considered system into the system. Individual discharges are loads which are an input into the considered hydrological system. They are either a constant hydrograph, which consists of a mean value and a annual-,weekly- or daily pattern, or a time series which is imported by the time series management. This enables the inflow of either measured or generated loads into the hydrological system. A interface to other models is presented through the import of external data in the time series management.

==Individual discharge options==

'''Option 1:''' constant hydrograph, which repeats itself on a daily, weekly or yearly basis.

'''Option 2:''' as measured or generated time series through the time series management

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-06-11T07:54:52Z

Mkissel: changed Einleitungen into individual discharges

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Zeitreihenverwaltung ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Individual discharges ==
== Transport elements ==
== Verbraucher ==
== Aufteilungsbauwerke / Verzweigungen ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Regenüberläufe ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Individual discharges

2013-06-11T07:53:24Z

Mkissel: Translation

Hydrologische Grundlagen

2013-06-06T09:48:54Z

Mkissel: moved Hydrologische Grundlagen to Hydrological Basics

#REDIRECT [[Hydrological Basics]]

Hydrological Basics

2013-06-06T09:48:54Z

Mkissel: moved Hydrologische Grundlagen to Hydrological Basics

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Einleitungen]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Aufteilungsbauwerke / Verzweigungen]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Regenüberläufe]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* surface run-off
* base flow
* total discharge
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urban Catchments]]'''
|
* rainfall
* inhabitants / industry and other businesses
* polutants
|
* fraction of impervious areas
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* wet weather flow
* dry weather flow
* total discharge
* ...
|- valign="top"
| '''[[Einleitungen|Individual discharges]]'''
|
|
* water inflow into the system
|
* discharge
|- valign="top"
| '''[[Transportstrecken|Transport elements]]'''
|
* inflow
|
* translation
* retention
|
* discharge
|- valign="top"
| '''[[Verbraucher| Consumer]]'''
|
* inflow
|
* consumer characteristics
* additional inflow from other areas
* flow back into the system
|
* flow back into the system
* additional inflow
* total discharge
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Speicher|Reservoirs]]'''
:* Dams
:* detention reservoir
:* rain water retention basin
|
* inflow
optional:
* rainfall
* evaporation
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe|Storm-water overflow]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Regenüberlaufbecken|storm-water overflow basin]]'''
|
* inflow
|
* reservoir/basin content specifications
|
* two outflows

|}

'''''Tabelle 1: List of system elements including their most important characteristics and methods'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

BlueM.Sim theory

2013-06-06T09:48:07Z

Mkissel: changed Hydrologische Grundlagen to hydrological basics

{{BlueM_nav}}

<big>'''Theoretische Grundlagen von BlueM.Sim'''</big>

'''Inhaltsverzeichnis:'''


<index>
[[BlueM Theorie|Einleitung]]
= Modellierungstechnische Grundlagen =
== Begriffsdefinitionen ==
== Programmstruktur und Datenhaltung ==
== Bildung der Zuflussbelastung ==
== Berechnungsreihenfolge ==
== Simulationsarten ==
== Zeitreihenverwaltung ==
= Hydrological Basics =
== Rural Catchments ==
=== Soil moisture calculation ===
=== SCS-Method ===
== Urban Catchments ==
== Einleitungen ==
== Transport elements ==
== Verbraucher ==
== Aufteilungsbauwerke / Verzweigungen ==
== Talsperren ==
=== Betriebsregelkonzept ===
=== Grundlegende Typen von Betriebsregeln ===
=== Grundsätze zur Beschreibung von Betriebsregeln ===
=== Umsetzung der Gesetzmäßigkeiten für die Simulation ===
=== Anwendung an einem Beispiel ===
== Regenüberläufe ==
== Regenüberlaufbecken ==
= Systemübergreifende hydrologische Methoden =
== Speicherbaustein ==
== Systemzustände ==
=== Steuern und Regeln ===
</index>

Diese Dokumentation basiert in Teilen auf der Dokumentation von [[TALSIM]] 2.0{{:Literature:TALSIM_2.0|}}.

<references/>

[[Kategorie:BlueM Theorie| ]]

Hydrological Basics

2013-06-06T09:45:42Z

Mkissel: End first translation draft, Section about reservoirs not translated completely

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Einleitungen]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Aufteilungsbauwerke / Verzweigungen]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Regenüberläufe]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* surface run-off
* base flow
* total discharge
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urban Catchments]]'''
|
* rainfall
* inhabitants / industry and other businesses
* polutants
|
* fraction of impervious areas
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* wet weather flow
* dry weather flow
* total discharge
* ...
|- valign="top"
| '''[[Einleitungen|Individual discharges]]'''
|
|
* water inflow into the system
|
* discharge
|- valign="top"
| '''[[Transportstrecken|Transport elements]]'''
|
* inflow
|
* translation
* retention
|
* discharge
|- valign="top"
| '''[[Verbraucher| Consumer]]'''
|
* inflow
|
* consumer characteristics
* additional inflow from other areas
* flow back into the system
|
* flow back into the system
* additional inflow
* total discharge
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Speicher|Reservoirs]]'''
:* Dams
:* detention reservoir
:* rain water retention basin
|
* inflow
optional:
* rainfall
* evaporation
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe|Storm-water overflow]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Regenüberlaufbecken|storm-water overflow basin]]'''
|
* inflow
|
* reservoir/basin content specifications
|
* two outflows

|}

'''''Tabelle 1: List of system elements including their most important characteristics and methods'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Hydrological Basics

2013-06-06T09:29:43Z

Mkissel:

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Einleitungen]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Aufteilungsbauwerke / Verzweigungen]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Regenüberläufe]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* surface run-off
* base flow
* total discharge
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urban Catchments]]'''
|
* rainfall
* inhabitants / industry and other businesses
* polutants
|
* fraction of impervious areas
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* wet weather flow
* dry weather flow
* total discharge
* ...
|- valign="top"
| '''[[Einleitungen|Individual discharges]]'''
|
|
* water inflow into the system
|
* discharge
|- valign="top"
| '''[[Transportstrecken|Transport elements]]'''
|
* inflow
|
* translation
* retention
|
* discharge
|- valign="top"
| '''[[Verbraucher| Consumer]]'''
|
* inflow
|
* consumer characteristics
* additional inflow from other areas
* flow back into the system
|
* flow back into the system
* additional inflow
* total discharge
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Branching points]]'''
|
* inflow
|
* distribution specification
|
* two outflows
|- valign="top"
| '''[[Speicher|Reservoirs]]'''
:* Dams
:* HWRB
:* RRB
|
* Zufluss
optional:
* Niederschlag
* Verdunstung
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe]]'''
|
* Zufluss
|
* Verteilungsvorschrift
|
* Zwei Abflüsse
|- valign="top"
| '''[[Regenüberlaufbecken]]'''
|
* Zufluss
|
* Speicherinhaltsangaben
|
* Zwei Abflüsse

|}

'''''Tabelle 1: Liste der Systemelemente mit ihren wichtigsten Eigenschaften/Methoden'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]

Hydrological Basics

2013-06-06T08:44:05Z

Mkissel: Start Translation

{{HierarchieKopf}}

In order to be able to take relations and interactions into consideration a simulation model for river basing management needs to represent all relevant objects and processes within the natural system. In modelling this is implemented through system elements. In order to model different systems the following elements are needed:

* '''[[Rural Catchments]]'''
* '''[[Urban Catchments]]
* '''[[Einleitungen]]'''
* '''[[Transport elements]]'''
* '''[[Verbraucher]]'''
* '''[[Aufteilungsbauwerke / Verzweigungen]]'''
* '''[[Speicher]]''' (eventuell mit Wasserkraftanlagen)
* '''[[Regenüberläufe]]'''
* '''[[Regenüberlaufbecken]]'''

Water-power plants are not a system element themselves they occur in combination with other elements. In order to function a water-power plant requires a reservoir. If the water-power plant is a run of river power plant at a certain channel cross-section this section of a channel should be defined as a reservoir.

The content of the following table gives an overview of the most important inputs and outputs as well as the characteristics of each element.

{| class="standard stripes" cellspacing="0" cellpadding="5" border="0"
|-
! Element
! important Inputs/Loads
! Characteristics
! Element Output
|- valign="top"
| '''[[Natürliche Einzugsgebiete|Rural Catchment]]'''
|
* rainfall
* temperature
* evaporation
|
* characteristic soil parameters
* run-off generation
* discharge distribution
* run-off concentration
* ...
|
* Oberflächenabfluss
* Basisabfluss
* Gesamtabfluss
* ...
|- valign="top"
| '''[[Urbane Einzugsgebiete|Urbanes Einzugsgebiet]]'''
|
* Niederschlag
* Einwohner / Gewerbe
* Schmutzstoffe
|
* Anteil befestigter Flächen
* Abflussbildung
* Abflussaufteilung
* Abflusskonzentration
* ...
|
* Regenwetterabfluss
* Trockenwetterabfluss
* Gesamtabfluss
* ...
|- valign="top"
| '''[[Einleitungen|Einleitung]]'''
|
|
* Wassereintrag in das System
|
* Abfluss
|- valign="top"
| '''[[Transportstrecken|Transportstrecke]]'''
|
* Zufluss
|
* Translation
* Retention
|
* Abfluss
|- valign="top"
| '''[[Verbraucher]]'''
|
* Zufluss
|
* Verbrauchsverhalten
* Zuschuss aus anderen Gebieten
* Wiedereinleitung in das System
|
* Wiedereinleitung
* Zuschuss
*Gesamtabfluss
|- valign="top"
| '''[[Aufteilungsbauwerke / Verzweigungen|Verzweigungen]]'''
|
* Zufluss
|
* Verteilungsvorschrift
|
* Zwei Abflüsse
|- valign="top"
| '''[[Speicher]]'''
:* Talsperren
:* HWRB
:* RRB
|
* Zufluss
optional:
* Niederschlag
* Verdunstung
|
* Speicherinhaltskurve
*Speicheroberflächenkurve
* Leistungsfähigkeit der Betriebseinrichtungen
* Betriebsregeln
* (Versickerungsverhalten)
* ...
|
* Abgaben
* Speicherinhalt
* Wasserstand
|- valign="top"
| '''[[Regenüberläufe]]'''
|
* Zufluss
|
* Verteilungsvorschrift
|
* Zwei Abflüsse
|- valign="top"
| '''[[Regenüberlaufbecken]]'''
|
* Zufluss
|
* Speicherinhaltsangaben
|
* Zwei Abflüsse

|}

'''''Tabelle 1: Liste der Systemelemente mit ihren wichtigsten Eigenschaften/Methoden'''''

{{HierarchieFuss}}

[[Kategorie:BlueM Theorie]]