Kalypso - User contributions [en]

Simulation/SyntheticVariant/hydrology/en

2017-02-18T13:32:40Z

BhawaniRegmi: /* Create a synthetic simulation */

== Creation of a Synthetic Simulation ==
To calculate the hydrological model with synthetic rainfall events, a new simulation is created. This is an indication of the calculation period which is not important, and also the allocation of a time series area model is not necessary. In a synthetic simulation a standard temperature of 25 ° C is assumed, and losses by evaporation are not taken into account.

=== Procedure ===
==== Selecting the synthetic data in a Model ====
To set the region of the synthetic rainfall in the model (e.g. KOSTRA- grid cell), it is required to set the desired region name of the design rainfall [[:File:Modellparameter Teileinzugsgebiete.jpg|''View of the sections of the ''Model parameters'' in the ''Sub catchments'']]) table. In the feature view this item named see Figure : [[Parameterdefinition/Bemessungsniederschl%C3%A4ge/hydrology/de| Synthetic Precipitation ]].

==== Create a synthetic simulation ====
Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' , a new calculation variant can be started. First the ''Synthetic Precipitation'' must be selected for the calculation based on a synthetic precipitation event in ''Feature view''. Then, the calculation starts with the button start [[File:Simulation starten.png|120px]].
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]]. In simulations, a variation is recommended for better mapping of ''Short Time Simulation''.
; Return period
: The values gives the statistical time in which the event may appear or is exceeded in years [a].
; Duration
: Precipitation duration including interruptions in [min].
; Distribution
: Here it is possible to choose between ''Block rain'', ''Rain left-leaning'', ''Central rain'' and ''Rain right-leaning''.
; Start the Simulation
: The start of the simulation can be selected optionally.
; End the Simulation
: The end of the simulation can be chosen optionally.
; Time steps
: The time step can be chosen optionally. It is only to ensure that the maximum length of 2,880 time steps in a calculation version cannot be calculated.
; Version Kalypso-NA (calculation core)
: Here the latest version should be selected (for information on calculation core: (see [[Rechenkern/hydrology/de|''Computing core'']]).

 
[[Category:Hydrology/en]]
{{Languages|Simulation/SynthetischeRechenvariante/hydrology}}

UserInterfaceStructure/hydrology/en

2017-02-18T13:31:01Z

BhawaniRegmi: /* Scenario view */

== General User Interface ==
[[File:Ansichten und Perspektiven.jpg|400px|thumb|right|Oberflächenstruktur von KalypsoHydrology]]
The processing of KalypsoHydrology projects can be carried out via the Kalypso workflow perspective. The main element of the perspective is the leftmost activities view that controls the workflow by providing the tasks to be processed (see Figure Workflow Preview). In addition to the activities view, there is the scenario view available in the perspective. The scenario view facilitates the organization of the scenarios (formerly basic model and calculation variants). In addition to these continuously existing views in Kalypso (Map, time series management, Feature View, time series chart, Table View) opens in the right panel, depending on the processing task.

=== Scenario view ===

Additionally,the scenario view of KalypsoHydrology gives the possibility to take over the information from a derivated scenario in the base scenario (see Figure: Functions of the Scenario view).
[[File:Funktionen der Ansicht Szenarien.jpg|250px|thumb|left|Funktionen der Ansicht Szenarien]]
 
[[Category:Hydrology/en]]
{{Languages|Contents/hydrology}}

Releases/hydrology/en

2017-02-18T13:30:35Z

BhawaniRegmi: /* Overview of KalypsoHydrology Versions */

= Overview of KalypsoHydrology Versions =

The following table lists the Kalypso versions. Given is the date of creation, the compatible computations cores KalypsoNA and the versions which can be imported with the function: "Old ProjectImport". Moreover, the [developer wiki] gives an overview of the [[http://kalypso.bjoernsen.de/kalypsodev/index.php/Releases| Release Changes]].

Additional notes are given for Version in [[Hinweise1312/general/de|Hints to Version 13.12]].

{| class="wikitable"
|-
! Kalypso Version
! Date of Creation
! Compatable cores (KalypsoNA-xxxx)
! Old project import
! Remarks
|-
| 15.1.0
| 19.02.2014
| 2.2.0 - 3.0.3
| 10.10.0 - 13.12.0
|
|-
| 13.12.0
| 27.02.2014
| 2.2.0 - 3.0.0
| 10.10.0 - 11.6.5
| For the computation of SUDS the core version 3.0.0 is necessary. For Project Version 12.:10 the(OldProjectImport)is not needed.
|-
| 13.5.0
| 28.05.2013
| 2.2.0 - 3.0.0.20130517
| 10.10.0 - 11.6.5
|Internal intermediate release for SUDS , not on Source Forge available For the computation of SUDS the computation core version 3.0.0 is necessary. For Project Version 12.10 the(OldProjectImport) is not needed.
|-
| 12.11.1
| 23.05.2013
| 2.1.8 - 2.2.0.3
| 10.10.0 - 11.6.5
|
|-
| 12.11.0
| 18.12.2012
| 2.1.8 - 2.2.0.3
| 10.10.0 - 11.6.5
|
|-
| 11.6.5
| 09.03.2012
| 2.1.8 - 2.2.0.2
| 1.0.3 - 10.10.3
|
|-
| 11.6.4
| 02.12.2011
| 2.1.8 - 2.2.0.1
| 1.0.3 - 10.10.3
|
|-
| 11.6.3
| 07.11.2011
| 2.1.8 - 2.2.0.1
| 1.0.3 - 10.10.3
|
|-
| 11.6.2
| 17.11.2011
| 2.1.8 - 2.2.0.1
| 1.0.3 - 10.10.3
|
|-
| 11.6.1
| 22.08.2011
| 2.1.8 - 2.2.0.1
| 10.10.0 - 10.10.3
|
|-
| 11.6.0
| 30.06.2011
| 2.1.8 - 2.2.0.0
| 10.10.0 - 10.10.3
|
|-
| 10.10.3
| 12.05.2011
| 2.1.8 - 2.1.8.3
| 1.0.3 - 2.3.0
|
|-
| 10.10.2
| 20.02.2011
| 2.1.8 - 2.1.8.1
| 1.0.3 - 2.3.0
|
|-
| 10.10.1
| 22.12.2010
| 2.1.8
| 1.0.3 - 2.3.0
| New Implementation: A storage strand can be calculated with up to 3 outlets.
|-
| 10.10.0
| 30.10.2010
| 2.1.4.1 - 2.1.7
| 1.0.3 - 2.3.0
|
|-
| 2.3.0
| 13.09.2010
| 2.1.4.1 - 2.1.6
| Not supported
|
|-
| 2.2.0
| 26.04.2010
| 2.1.4.1 - 2.0.6
| Not supported
|
|-
| 2.1.0
| 12.02.2009
| 2.1.4.
| Not supported
|
|-
| 2.0.1
| 31.07.2008
| 2.1.4.
| Not supported
|
|-
| 2.0.0
| 27.06.2008
| 2.1.4.
| Not supported
|
|-
|
| 15.10.2007
| 2.0.8
| Not supported
|
|-
|
| 11.06.2007
| 2.0.7
| Not supported
|
|-
|
| 19.01.2007
| 2.0.6
| Not supported
|
|-
|
| 01.03.2006
| 2.0.4
| Not supported
|
|-
|
| 03.08.2004
| 2.0.1
| Not supported
|
|-
|}

 
[[Category:Hydrology/en]]
{{Languages|Contents/hydrology}}

ResultView/DocumentExport/hydrology/en

2017-02-18T13:29:33Z

BhawaniRegmi: /* Diagram Export */

= Diagram Export =
Export of data in KalypsoHydrology is done by different functions. The displayed diagram can be exported as an image with the button manual pdb icon [[File:Handbuch pdb icon export.png|20px]] ''Export Figure'' images. If this button is selected, a wizard opens, in which the desired location and the selected type of storage. The export file enclosing the chart and all axis labels is listed in the diagram.
 
Icon [[File:Nachricht Zwischenablage.png|20px]] can be used to copy the content of the diagram as an image to the clipboard, so that it can be inserted in any program with the entire contents of the chart.
 
Similarly, icon [[File:In Grafik-exe öffnen.png|20px]]can be used to show files with grafik.exe with which the chart can be opened in a separate browser window for closer examination.
 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Diagrammen exportieren/hydrology}}

ResultView/DocumentExport/hydrology/en

2017-02-18T13:29:16Z

BhawaniRegmi: /* Diagram Export */

= Diagram Export =
Export of data in KalypsoHydrology is done by different functions. The displayed diagram can be exported as an image with the button manual pdb icon [[File:Handbuch pdb icon export.png|20px]] ''Export Figure''images. If this button is selected, a wizard opens, in which the desired location and the selected type of storage. The export file enclosing the chart and all axis labels is listed in the diagram.
 
Icon [[File:Nachricht Zwischenablage.png|20px]] can be used to copy the content of the diagram as an image to the clipboard, so that it can be inserted in any program with the entire contents of the chart.
 
Similarly, icon [[File:In Grafik-exe öffnen.png|20px]]can be used to show files with grafik.exe with which the chart can be opened in a separate browser window for closer examination.
 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Diagrammen exportieren/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:27:19Z

BhawaniRegmi: /* Combination from Scenarios */

== Scenario Comparison ==

= Combination from Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed automatically.

The simplest approach would be to import the previous basis model as a base scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that variants were derived from the unchanged basic model as intended. If changes were made to the variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (i.e., which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Merge Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|''Merge Scenarios'' Tool]]
When merging scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (i.e, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:23:09Z

BhawaniRegmi: /* Compare the scenario data */

== Scenario Comparison ==

= Combination from Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Merge Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|''Merge Scenarios'' Tool]]
When merging scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (i.e, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:21:37Z

BhawaniRegmi: /* Combine Scenarios */

== Scenario Comparison ==

= Combination from Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Merge Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|''Merge Scenarios'' Tool]]
When merging scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:20:57Z

BhawaniRegmi: /* Combine Scenarios */

== Scenario Comparison ==

= Combination from Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Combine Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|''Combine Scenarios'' Tool]]
When combining scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:18:34Z

BhawaniRegmi: /* Combine Scenarios */

== Scenario Comparison ==

= Combine Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Combine Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|''Combine Scenarios'' Tool]]
When combining scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:16:47Z

BhawaniRegmi: /* Combine Scenarios */

== Scenario Comparison ==

= Combine Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants'', which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Combine Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|Werkzeug ''Combine Scenarios'']]
When combining scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:16:22Z

BhawaniRegmi: /* Combine Scenarios */

== Scenario Comparison ==

= Combine Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants, which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure after the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Combine Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|Werkzeug ''Combine Scenarios'']]
When combining scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

Calibration/ScenarioComparison/hydrology/en

2017-02-18T13:15:32Z

BhawaniRegmi: /* Zusammenführen von Szenarien */

== Scenario Comparison ==

= Combine Scenarios =

The new project structure of KalypsoHydrology from version 12 differs significantly from the earlier Kalypso versions. Instead of a ''Basic model'' and ''Calculation variants'', a project now consists of ''Scenarios'' and ''Simulations''. In contrast to the previous ''Calculation variants, which always contained a separate copy of the model, a simulation now contains only the control parameters required for a simulation and accesses the model data of its scenario.

Due to this changed project structure, the old project cannot be executed completely automatically.

The simplest approach would be to import the previous basis model as a basal scenario, and the previous calculation variants as simulations. However, this can lead to data losses in practice, since it is not guaranteed that all rake variants were derived from the unchanged basic model as intended. If changes were made to the rake variants, they would be lost in the old project simulation because the simulations do not contain a copy of the model data as before. The user must ultimately decide which model variant is to be adopted as a new basic scenario. This takes place in several steps, described in the following.
[[File:Hydrology_Projectconversion_example.png|250px|thumb|''Example structure according to the old project import'']]
First, in order to avoid data losses, independent scenarios with a simulation calculation (corresponding to the old calculation variant) are generated from the old project variants. These can (and should) be merged again after completion of the old project by the user. The user must decide which model version (that is, which scenario created automatically from the computational variants) is to be used as the basic scenario.

See also (see Figure [[:File:Hydrology_Projectconversion_example.png|'' Example structure after the old project import'']]). The picture shows an example, which was created from a basic model with two types of variants (called ''Long-term simulation'' and ''Short-term simulation''). These were imported as a base scenario with two sub-scenarios. Each sub-scenario contains a simulation definition of the same name.

== Combine Scenarios ==
[[File:Hydrology_Projectconversion_mergeScenarios_menu.png|250px|thumb|right|Werkzeug ''Combine Scenarios'']]
When combining scenarios, the simulation definitions of one or more scenarios are transferred to a target scenario. The model data of the target scenario remains unchanged, i.e. The simulation definitions are applied to these model data. The procedure is as follows:

Activate the ''Merge Scenarios'' tool from the scenario view context menu (see [[:File:Hydrology_Projectconversion_mergeScenarios_menu.png| ''Merge tool scenarios'']]).

{{Clear}}
[[File:Hydrology_Projectconversion_mergeScenarios_dialog.png|300px|thumb|Dialogue ''Combining scenarios '' with the results of the scenario comparison]]

The following [[:File:Hydrology_Projectconversion_mergeScenarios_dialog.png|Dialogue]] is used to select the scenarios whose simulation is to be transferred to the target scenario. The target scenario is displayed in ''Bold'' and can not be selected. When the dialogue is completed, all simulation definitions in the selected scenarios are copied to the target scenario and stored there. If the original scenarios are no longer required, they can be deleted at the same time with the option ''Delete imported scenarios''.

{{Clear}}

== Compare the scenario data ==

Before merging, the user should decide which model version (that is, which scenario created automatically from the computational variants) to use, as this is used for all future simulations. To simplify the decision, an additional tool for comparing scenarios was integrated.

To do this, several scenarios are selected in the ''Scenarios''- view and then the ''Scenarios comparison'' is started with the right mouse button. A new query window opens from which the ''Reference scenario'' is selected. Click ''OK'' to start the comparison scenario. An Excel spreadsheet with several spreadsheets opens automatically. For each sheet, the compared parameters of a group (for example Node, Strand, Inflow area, Land use, etc.) are documented per scenario. Parameters that differ from the reference scenario are marked in red. The Excel table is automatically saved in the Temp directory of the computer when it is opened.
After combining the scenarios, it is recommended to create an independent project from the selected scenario using the tool as the basic scenario.

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Szenario Vergleich/hydrology}}

ResultView/TableExport/hydrology/en

2017-02-18T12:53:39Z

BhawaniRegmi: /* Table Export */

= Table Export =
[[File:Zeitreihen editieren.png|250px|thumb|Editing Time Series]]
By clicking on time series edit window, ''Results'' can be exported in two methods as a table or as a diagram..
 
Here it is possible to edit the Time series using icon [[File:Editieren.png|15px|'' Time Series Editing Window'']] in ''Open Table View'' and export the time series using the tools from the charts and save it externally. On the other hand, it is possible to select the table row next to the diagram and copy it. The cached data can then be inserted and stored in another editor.

 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Tabellen exportieren/hydrology}}

ResultView/NodeMaxValuesExport/hydrology/en

2017-02-18T12:52:58Z

BhawaniRegmi: /* Node Maximal Values Export for Statistic */

= Node Maximal Values Export for Statistic =

Using the Hydrology Map icon [[File:Hydrology_Karte_button_export.png]] the maximum drain peak values of the node is enabled. 
The maximum discharge peak value of selected simulation calculations in a spreadsheet is written. A sheet with names of the results folder is created per simulation variant. In addition, the table of the ''Maximum Results'' of the drainage and run off volume is summarized automatically.

 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Knoten Maximalwerte exportieren/hydrology}}

ResultView/TableExport/hydrology/en

2017-02-18T12:49:33Z

BhawaniRegmi: /* Table Export */

= Table Export =
[[File:Zeitreihen editieren.png|250px|thumb|Editing Time Series]]
By clicking on time series edit window,''Results'' can be exported in two methods as a table or as a diagram..
 
Here it is possible to edit the Time series using icon [[File:Editieren.png|15px|'' Time Series Editing Window'']] in ''Open Table View'' and export the time series using the tools from the charts and save it externally. On the other hand, it is possible to select the table row next to the diagram and copy it. The cached data can then be inserted and stored in another editor.

 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Tabellen exportieren/hydrology}}

ResultView/TableExport/hydrology/en

2017-02-18T12:38:57Z

BhawaniRegmi: /* Table Export */

= Table Export =
[[File:Zeitreihen editieren.png|250px|thumb|Editing Time Series]]
By clicking on time series edit window, the table view is opened.
 
Here it is possible to edit the [[File:Editieren.png|15px|'' Time Series Editing Window'']] via ''Open Table View'' export the time series using the tools from the charts and save it externally. On the other hand, it is possible to select the table row next to the diagram and copy it. The cached data can then be inserted and stored in another editor.

 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Tabellen exportieren/hydrology}}

ResultView/DocumentExport/hydrology/en

2017-02-18T12:33:58Z

BhawaniRegmi: /* Diagram Export */

= Diagram Export =
Export of data is made possible in KalypsoHydrology by different functions. The displayed diagram can be exported as an image with the button manual pdb icon [[File:Handbuch pdb icon export.png|20px]] ''Export Figure''images. If this button is selected, a wizard opens, in which the desired location and the selected type of storage. The export file enclosing the chart and all axis labels is listed in the diagram.
 
Icon [[File:Nachricht Zwischenablage.png|20px]] can be used to copy the content of the diagram as an image to the clipboard, so that it can be inserted in any program with the entire contents of the chart.
 
Similarly, icon [[File:In Grafik-exe öffnen.png|20px]]can be used to show files with grafik.exe with which the chart can be opened in a separate browser window for closer examination.
 
[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/Diagrammen exportieren/hydrology}}

ResultView/hydrology/en

2017-02-18T12:28:38Z

BhawaniRegmi: /* Mapping of the Time series stationing */

= Result View =

== View to see and manage the results ==
[[File:Hydrology_Ergebnisansicht.png|thumb|400px|Result View]]
The result view consists of the following four windows:
; Result view
: Results of the simulations are listed in a tree view.
; Map of Time series stationing
: The stations of the time series are shown.
; Time series charts
: Visualization of the imported data.
; Characteristics
: Detailed documentation and log files.

{{Clear}}

== Results view ==
In the [[:File:Hydrology_Ergebnisansicht.png|''Results view'']], the results of the simulations are listed in a tree view. By opening the tree view of the simulations the results are listed according to the date (see Figure: [[:File:Hydrology_Ergebnisansicht.png|''Result View'']]). The results of the sub-catchments are listed under the point ''Sub-catchments'' that have been selected in the output setting (see Figure: [[:File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|''Result view of the sub-catchments'']]). It is possible that several results (for example, Precipitation, Surface runoff, Total subarea runoff) can be plotted on a graph. For this purpose, the CTRL key is held and the appropriate records can be selected.
For the results of the nodes, the total node outflows are output results (see Figure: [[:File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|''Result view of the node, reservoir strands and gauging stations'']]). If input data of levels or flows may be released to the water node, they will appear in the tree view. With A ''red X'' defines the lack of data.
For the reservoir strands, the results of the ''Fill volume'', the ''Reservoir overflow'' and ''Evaporation'' are listed. In addition, water level results are listed.

{| style="margin: 1em auto 1em auto;"
| [[File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|thumb|400px|Results view of the sub catchments]]
| [[File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|thumb|400px|Result view of the nodes, reservoir strands and water level]]
|}

== Mapping of the Time series stationing ==
[[File:Hydrology_Karte_ZeitreihenStationierung.png|400px|thumb|Map of the time series stationing]]
In the map of the time series stationing, the stations of the time series are shown (see Figure [[:File:Hydrology_Karte_ZeitreihenStationierung.png|''Map of Time series deployment'']]). In the background an Open Street Map map is displayed. Using hydrology map button [[File:Hydrology_Karte_button_Lupe.png]], it can be zoomed into the spanned area of the map. By using [[File:Maximieren.png]], the entire map with the stations is displayed. Zooming into the map is made possible by the hydrology map button [[File:Hydrology_Karte_button_Lupeplusminus.png]] and the section can be moved with the [[:File:Hydrology_Karte_button_schieben.png|''Arrows'']]. The export of the map as an image is made possible by the hydrology map button [[File:Hydrology_Karte_button_export.png]], thereby the dialogue to export images opens (see Figure [[:File:Hydrology_Karte_Bildexport.png| ''Image Export'']]). Furthermore, it is possible to save the current map as a PDF file or store it in the clipboard.

{{Clear}}

== Time Series Chart ==
The views of the time series are explained in the time series chart [[Zeitreihen/ZeitreihenAnsicht/hydrology/de|''View of the Time Series'']].

== Properties ==
[[File:Hydrology_Ergebnisse_Karte_Eigenschaften.png|thumb|400px|Result View ]]
Detailed documentation and log files are stored in the [[:File:Hydrology_Ergebnisse_Karte_Eigenschaften.png| ''Properties'']] panel.

Information of the simulations can be viewed at the ''Calculation protocol''. The log file of the user is stored under calculation log. This file is written during simulation and gives warnings or error messages by the calculation engine, this can be viewed in the error log for each simulation.

For the preparation of flood statistics, the maximum flows and the total volume of the discharge curve is stored at the nodes in a table that can be accessed and saved under ''Statistics''. To analyse the of the water balance in the entire catchment area for the event in the short-time simulation or per-year cycle of a long-term simulation, the text document provides ''Outflow'' records. This text file contains the additional storage budgets of interception, the soil water storage and the groundwater aquifer.
Using [[File:editieren.png|15px]] the results of the time series can be opened and exported as a table, using (Keyword:[[Ergebnisansicht/Tabellenexport/hydrology/de|''Table Export'']]).
Using Hydrology Map button [[File:Hydrology_Karte_button_export.png]] allows the maximum peak flows of the node (Keyword: [[:Ergebnisansicht/Knoten_Maximalwerte_exportieren/hydrology/de|''Export node maximum values'']]) can be exported. Here, only node results are exported, which was previously selected in the [[:AusgabeEinstellungen/hydrology/de|''Output settings'']].

[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/hydrology}}

ResultView/hydrology/en

2017-02-18T12:28:13Z

BhawaniRegmi: /* Properties */

= Result View =

== View to see and manage the results ==
[[File:Hydrology_Ergebnisansicht.png|thumb|400px|Result View]]
The result view consists of the following four windows:
; Result view
: Results of the simulations are listed in a tree view.
; Map of Time series stationing
: The stations of the time series are shown.
; Time series charts
: Visualization of the imported data.
; Characteristics
: Detailed documentation and log files.

{{Clear}}

== Results view ==
In the [[:File:Hydrology_Ergebnisansicht.png|''Results view'']], the results of the simulations are listed in a tree view. By opening the tree view of the simulations the results are listed according to the date (see Figure: [[:File:Hydrology_Ergebnisansicht.png|''Result View'']]). The results of the sub-catchments are listed under the point ''Sub-catchments'' that have been selected in the output setting (see Figure: [[:File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|''Result view of the sub-catchments'']]). It is possible that several results (for example, Precipitation, Surface runoff, Total subarea runoff) can be plotted on a graph. For this purpose, the CTRL key is held and the appropriate records can be selected.
For the results of the nodes, the total node outflows are output results (see Figure: [[:File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|''Result view of the node, reservoir strands and gauging stations'']]). If input data of levels or flows may be released to the water node, they will appear in the tree view. With A ''red X'' defines the lack of data.
For the reservoir strands, the results of the ''Fill volume'', the ''Reservoir overflow'' and ''Evaporation'' are listed. In addition, water level results are listed.

{| style="margin: 1em auto 1em auto;"
| [[File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|thumb|400px|Results view of the sub catchments]]
| [[File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|thumb|400px|Result view of the nodes, reservoir strands and water level]]
|}

== Mapping of the Time series stationing ==
[[File:Hydrology_Karte_ZeitreihenStationierung.png|400px|thumb|Map of the time series stationing]]
In the map of the time series stationing, the stations of the time series are shown (see Figure [[:File:Hydrology_Karte_ZeitreihenStationierung.png|''Map of Time series deployment'']]. In the background an Open Street Map map is displayed. Using hydrology map button [[File:Hydrology_Karte_button_Lupe.png]], it can be zoomed into the spanned area of the map. By using [[File:Maximieren.png]], the entire map with the stations is displayed. Zooming into the map is made possible by the hydrology map button [[File:Hydrology_Karte_button_Lupeplusminus.png]] and the section can be moved with the [[:File:Hydrology_Karte_button_schieben.png|''Arrows'']]. The export of the map as an image is made possible by the hydrology map button [[File:Hydrology_Karte_button_export.png]], thereby the dialogue to export images opens (see Figure [[:File:Hydrology_Karte_Bildexport.png| ''Image Export'']]). Furthermore, it is possible to save the current map as a PDF file or store it in the clipboard.

{{Clear}}

== Time Series Chart ==
The views of the time series are explained in the time series chart [[Zeitreihen/ZeitreihenAnsicht/hydrology/de|''View of the Time Series'']].

== Properties ==
[[File:Hydrology_Ergebnisse_Karte_Eigenschaften.png|thumb|400px|Result View ]]
Detailed documentation and log files are stored in the [[:File:Hydrology_Ergebnisse_Karte_Eigenschaften.png| ''Properties'']] panel.

Information of the simulations can be viewed at the ''Calculation protocol''. The log file of the user is stored under calculation log. This file is written during simulation and gives warnings or error messages by the calculation engine, this can be viewed in the error log for each simulation.

For the preparation of flood statistics, the maximum flows and the total volume of the discharge curve is stored at the nodes in a table that can be accessed and saved under ''Statistics''. To analyse the of the water balance in the entire catchment area for the event in the short-time simulation or per-year cycle of a long-term simulation, the text document provides ''Outflow'' records. This text file contains the additional storage budgets of interception, the soil water storage and the groundwater aquifer.
Using [[File:editieren.png|15px]] the results of the time series can be opened and exported as a table, using (Keyword:[[Ergebnisansicht/Tabellenexport/hydrology/de|''Table Export'']]).
Using Hydrology Map button [[File:Hydrology_Karte_button_export.png]] allows the maximum peak flows of the node (Keyword: [[:Ergebnisansicht/Knoten_Maximalwerte_exportieren/hydrology/de|''Export node maximum values'']]) can be exported. Here, only node results are exported, which was previously selected in the [[:AusgabeEinstellungen/hydrology/de|''Output settings'']].

[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/hydrology}}

ResultView/hydrology/en

2017-02-18T12:27:48Z

BhawaniRegmi: /* Time Series Chart */

= Result View =

== View to see and manage the results ==
[[File:Hydrology_Ergebnisansicht.png|thumb|400px|Result View]]
The result view consists of the following four windows:
; Result view
: Results of the simulations are listed in a tree view.
; Map of Time series stationing
: The stations of the time series are shown.
; Time series charts
: Visualization of the imported data.
; Characteristics
: Detailed documentation and log files.

{{Clear}}

== Results view ==
In the [[:File:Hydrology_Ergebnisansicht.png|''Results view'']], the results of the simulations are listed in a tree view. By opening the tree view of the simulations the results are listed according to the date (see Figure: [[:File:Hydrology_Ergebnisansicht.png|''Result View'']]). The results of the sub-catchments are listed under the point ''Sub-catchments'' that have been selected in the output setting (see Figure: [[:File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|''Result view of the sub-catchments'']]). It is possible that several results (for example, Precipitation, Surface runoff, Total subarea runoff) can be plotted on a graph. For this purpose, the CTRL key is held and the appropriate records can be selected.
For the results of the nodes, the total node outflows are output results (see Figure: [[:File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|''Result view of the node, reservoir strands and gauging stations'']]). If input data of levels or flows may be released to the water node, they will appear in the tree view. With A ''red X'' defines the lack of data.
For the reservoir strands, the results of the ''Fill volume'', the ''Reservoir overflow'' and ''Evaporation'' are listed. In addition, water level results are listed.

{| style="margin: 1em auto 1em auto;"
| [[File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|thumb|400px|Results view of the sub catchments]]
| [[File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|thumb|400px|Result view of the nodes, reservoir strands and water level]]
|}

== Mapping of the Time series stationing ==
[[File:Hydrology_Karte_ZeitreihenStationierung.png|400px|thumb|Map of the time series stationing]]
In the map of the time series stationing, the stations of the time series are shown (see Figure [[:File:Hydrology_Karte_ZeitreihenStationierung.png|''Map of Time series deployment'']]. In the background an Open Street Map map is displayed. Using hydrology map button [[File:Hydrology_Karte_button_Lupe.png]], it can be zoomed into the spanned area of the map. By using [[File:Maximieren.png]], the entire map with the stations is displayed. Zooming into the map is made possible by the hydrology map button [[File:Hydrology_Karte_button_Lupeplusminus.png]] and the section can be moved with the [[:File:Hydrology_Karte_button_schieben.png|''Arrows'']]. The export of the map as an image is made possible by the hydrology map button [[File:Hydrology_Karte_button_export.png]], thereby the dialogue to export images opens (see Figure [[:File:Hydrology_Karte_Bildexport.png| ''Image Export'']]). Furthermore, it is possible to save the current map as a PDF file or store it in the clipboard.

{{Clear}}

== Time Series Chart ==
The views of the time series are explained in the time series chart [[Zeitreihen/ZeitreihenAnsicht/hydrology/de|''View of the Time Series'']].

== Properties ==
[[File:Hydrology_Ergebnisse_Karte_Eigenschaften.png|thumb|400px|Ergebnisansicht]]
Detailed documentation and log files are stored in the [[:File:Hydrology_Ergebnisse_Karte_Eigenschaften.png| ''Properties'']] panel.

Information of the simulations can be viewed at the ''Calculation protocol''. The log file of the user is stored under calculation log. This file is written during simulation and gives warnings or error messages by the calculation engine, this can be viewed in the error log for each simulation.

For the preparation of flood statistics, the maximum flows and the total volume of the discharge curve is stored at the nodes in a table that can be accessed and saved under ''Statistics''. To analyse the of the water balance in the entire catchment area for the event in the short-time simulation or per-year cycle of a long-term simulation, the text document provides ''Outflow'' records. This text file contains the additional storage budgets of interception, the soil water storage and the groundwater aquifer.
Using [[File:editieren.png|15px]] the results of the time series can be opened and exported as a table, using (Keyword:[[Ergebnisansicht/Tabellenexport/hydrology/de|''Table Export'']]).
Using Hydrology Map button [[File:Hydrology_Karte_button_export.png]] allows the maximum peak flows of the node (Keyword: [[:Ergebnisansicht/Knoten_Maximalwerte_exportieren/hydrology/de|''Export node maximum values'']]) can be exported. Here, only node results are exported, which was previously selected in the [[:AusgabeEinstellungen/hydrology/de|''Output settings'']].

[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/hydrology}}

ResultView/hydrology/en

2017-02-18T12:27:15Z

BhawaniRegmi: /* Mapping of the Time series stationing */

= Result View =

== View to see and manage the results ==
[[File:Hydrology_Ergebnisansicht.png|thumb|400px|Result View]]
The result view consists of the following four windows:
; Result view
: Results of the simulations are listed in a tree view.
; Map of Time series stationing
: The stations of the time series are shown.
; Time series charts
: Visualization of the imported data.
; Characteristics
: Detailed documentation and log files.

{{Clear}}

== Results view ==
In the [[:File:Hydrology_Ergebnisansicht.png|''Results view'']], the results of the simulations are listed in a tree view. By opening the tree view of the simulations the results are listed according to the date (see Figure: [[:File:Hydrology_Ergebnisansicht.png|''Result View'']]). The results of the sub-catchments are listed under the point ''Sub-catchments'' that have been selected in the output setting (see Figure: [[:File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|''Result view of the sub-catchments'']]). It is possible that several results (for example, Precipitation, Surface runoff, Total subarea runoff) can be plotted on a graph. For this purpose, the CTRL key is held and the appropriate records can be selected.
For the results of the nodes, the total node outflows are output results (see Figure: [[:File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|''Result view of the node, reservoir strands and gauging stations'']]). If input data of levels or flows may be released to the water node, they will appear in the tree view. With A ''red X'' defines the lack of data.
For the reservoir strands, the results of the ''Fill volume'', the ''Reservoir overflow'' and ''Evaporation'' are listed. In addition, water level results are listed.

{| style="margin: 1em auto 1em auto;"
| [[File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|thumb|400px|Results view of the sub catchments]]
| [[File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|thumb|400px|Result view of the nodes, reservoir strands and water level]]
|}

== Mapping of the Time series stationing ==
[[File:Hydrology_Karte_ZeitreihenStationierung.png|400px|thumb|Map of the time series stationing]]
In the map of the time series stationing, the stations of the time series are shown (see Figure [[:File:Hydrology_Karte_ZeitreihenStationierung.png|''Map of Time series deployment'']]. In the background an Open Street Map map is displayed. Using hydrology map button [[File:Hydrology_Karte_button_Lupe.png]], it can be zoomed into the spanned area of the map. By using [[File:Maximieren.png]], the entire map with the stations is displayed. Zooming into the map is made possible by the hydrology map button [[File:Hydrology_Karte_button_Lupeplusminus.png]] and the section can be moved with the [[:File:Hydrology_Karte_button_schieben.png|''Arrows'']]. The export of the map as an image is made possible by the hydrology map button [[File:Hydrology_Karte_button_export.png]], thereby the dialogue to export images opens (see Figure [[:File:Hydrology_Karte_Bildexport.png| ''Image Export'']]). Furthermore, it is possible to save the current map as a PDF file or store it in the clipboard.

{{Clear}}

== Time Series Chart ==
Die Ansichten der Zeitreihen werden im Zeitreihen-Diagramm erläutert unter [[Zeitreihen/ZeitreihenAnsicht/hydrology/de|''View of the Time Series'']].

== Properties ==
[[File:Hydrology_Ergebnisse_Karte_Eigenschaften.png|thumb|400px|Ergebnisansicht]]
Detailed documentation and log files are stored in the [[:File:Hydrology_Ergebnisse_Karte_Eigenschaften.png| ''Properties'']] panel.

Information of the simulations can be viewed at the ''Calculation protocol''. The log file of the user is stored under calculation log. This file is written during simulation and gives warnings or error messages by the calculation engine, this can be viewed in the error log for each simulation.

For the preparation of flood statistics, the maximum flows and the total volume of the discharge curve is stored at the nodes in a table that can be accessed and saved under ''Statistics''. To analyse the of the water balance in the entire catchment area for the event in the short-time simulation or per-year cycle of a long-term simulation, the text document provides ''Outflow'' records. This text file contains the additional storage budgets of interception, the soil water storage and the groundwater aquifer.
Using [[File:editieren.png|15px]] the results of the time series can be opened and exported as a table, using (Keyword:[[Ergebnisansicht/Tabellenexport/hydrology/de|''Table Export'']]).
Using Hydrology Map button [[File:Hydrology_Karte_button_export.png]] allows the maximum peak flows of the node (Keyword: [[:Ergebnisansicht/Knoten_Maximalwerte_exportieren/hydrology/de|''Export node maximum values'']]) can be exported. Here, only node results are exported, which was previously selected in the [[:AusgabeEinstellungen/hydrology/de|''Output settings'']].

[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/hydrology}}

ResultView/hydrology/en

2017-02-18T12:26:23Z

BhawaniRegmi:

= Result View =

== View to see and manage the results ==
[[File:Hydrology_Ergebnisansicht.png|thumb|400px|Result View]]
The result view consists of the following four windows:
; Result view
: Results of the simulations are listed in a tree view.
; Map of Time series stationing
: The stations of the time series are shown.
; Time series charts
: Visualization of the imported data.
; Characteristics
: Detailed documentation and log files.

{{Clear}}

== Results view ==
In the [[:File:Hydrology_Ergebnisansicht.png|''Results view'']], the results of the simulations are listed in a tree view. By opening the tree view of the simulations the results are listed according to the date (see Figure: [[:File:Hydrology_Ergebnisansicht.png|''Result View'']]). The results of the sub-catchments are listed under the point ''Sub-catchments'' that have been selected in the output setting (see Figure: [[:File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|''Result view of the sub-catchments'']]). It is possible that several results (for example, Precipitation, Surface runoff, Total subarea runoff) can be plotted on a graph. For this purpose, the CTRL key is held and the appropriate records can be selected.
For the results of the nodes, the total node outflows are output results (see Figure: [[:File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|''Result view of the node, reservoir strands and gauging stations'']]). If input data of levels or flows may be released to the water node, they will appear in the tree view. With A ''red X'' defines the lack of data.
For the reservoir strands, the results of the ''Fill volume'', the ''Reservoir overflow'' and ''Evaporation'' are listed. In addition, water level results are listed.

{| style="margin: 1em auto 1em auto;"
| [[File:Hydrology_Ergebnisansicht_Gebietsmodelle.png|thumb|400px|Results view of the sub catchments]]
| [[File:Hydrology_Ergebnisansicht_Knotenabfluesse.png|thumb|400px|Result view of the nodes, reservoir strands and water level]]
|}

== Mapping of the Time series stationing ==
[[File:Hydrology_Karte_ZeitreihenStationierung.png|400px|thumb|Map of the time series stationing]]
In the map of the time series stationing, the stations of the time series are shown (see Figure [[:File:Hydrology_Karte_ZeitreihenStationierung.png|''Map of Time series deployment'']]. In the background an Open Street Map map is displayed. Using hydrology map button [[File:Hydrology_Karte_button_Lupe.png]], it can be zoomed into the spanned area of the map. By using [[File:Maximieren.png]], the entire map with the stations is displayed. Zooming into the map is made possible by the hydrology map button [[File:Hydrology_Karte_button_Lupeplusminus.png]] and the section can be moved with the [[:File:Hydrology_Karte_button_schieben.png|''Arrows'']]. The export of the map as an image is made possible by the hydrology map button [[File:Hydrology_Karte_button_export.png]], thereby the dialogue to export images opens (see Figure[[:File:Hydrology_Karte_Bildexport.png|''Image Export'']]). Furthermore, it is possible to save the current map as a PDF file or store it in the clipboard.

{{Clear}}

== Time Series Chart ==
Die Ansichten der Zeitreihen werden im Zeitreihen-Diagramm erläutert unter [[Zeitreihen/ZeitreihenAnsicht/hydrology/de|''View of the Time Series'']].

== Properties ==
[[File:Hydrology_Ergebnisse_Karte_Eigenschaften.png|thumb|400px|Ergebnisansicht]]
Detailed documentation and log files are stored in the [[:File:Hydrology_Ergebnisse_Karte_Eigenschaften.png| ''Properties'']] panel.

Information of the simulations can be viewed at the ''Calculation protocol''. The log file of the user is stored under calculation log. This file is written during simulation and gives warnings or error messages by the calculation engine, this can be viewed in the error log for each simulation.

For the preparation of flood statistics, the maximum flows and the total volume of the discharge curve is stored at the nodes in a table that can be accessed and saved under ''Statistics''. To analyse the of the water balance in the entire catchment area for the event in the short-time simulation or per-year cycle of a long-term simulation, the text document provides ''Outflow'' records. This text file contains the additional storage budgets of interception, the soil water storage and the groundwater aquifer.
Using [[File:editieren.png|15px]] the results of the time series can be opened and exported as a table, using (Keyword:[[Ergebnisansicht/Tabellenexport/hydrology/de|''Table Export'']]).
Using Hydrology Map button [[File:Hydrology_Karte_button_export.png]] allows the maximum peak flows of the node (Keyword: [[:Ergebnisansicht/Knoten_Maximalwerte_exportieren/hydrology/de|''Export node maximum values'']]) can be exported. Here, only node results are exported, which was previously selected in the [[:AusgabeEinstellungen/hydrology/de|''Output settings'']].

[[Category:Hydrology/en]]
{{Languages|Ergebnisansicht/hydrology}}

Calibration/AdoptionOfBasicScenario/hydrology/en

2017-02-18T11:53:12Z

BhawaniRegmi: /* Adoption of Basic Scenario */

== Adoption of Basic Scenario ==
[[File:Basismodell_übernehmen.png|250px|thumb|''Baseline Scenario view'']]
After the calibration or [[Zusammenführen_von_Szenarien/Altprojekt/hydrology/de| Merging the Scenarios]], it is recommended at the end to create an independent project with the scenario function to create ''a baseline scenario''. For this purpose, the new project name must be specified in the [[:File: Basismodell_übernehmen.png|''Dialogue'']]. With the button [[File:Fertigstellen.png|80px]] automatically a new project is created and is opened.

{{Clear}}
{{Info_tip|When creating base model, the simulation results are not taken over. Therefore, at this point, the simulation has to be started and renewed for the acquired calculation variants.}}

{{Clear}}
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Als Basisszenario übernehmen/hydrology}}

Calibration/Adjustment/hydrology/en

2017-02-18T11:44:16Z

BhawaniRegmi: /* Sub-Catchments */

== Adjustment of Calibration Parameters ==
For the calibration of the model, the following calibration factors are provided. These calibration parameters are listed in the model in the following views:

; Kalinin-Miljukov Strand
: Processing/editing the calibration parameters of the Kalinin-Miljukov strands.
; Reservoir Strand
: Processing/editing the calibration parameters of the reservoir strands.
; Sub - Catchment
: Processing/ editing the calibration parameters of the sub-catchment.
{{Clear}}

=== Kalinin-Miljukov Strand ===
[[File:Kalibrierung Kalinin-Miljukov Strang.jpg|400px|thumb|View of calibration of the Kalinin Miljukov strand]]

In the ''Kalinin-Miljukov Strand'' view, the calibration factors are listed: ''factor k'' and ''factor n''.See Figure [[:File:Kalibrierung Kalinin-Miljukov Strang.jpg|''View of calibration of the Kalinin Miljukov strand'']])

; Factor k
: Optimization factor of the retention constant k (Kalinin-Miljukov method)
; Factor n
: Optimization factor of the retention element number n (Kalinin-Miljukov method)
{{Clear}}
==== Reservoir Strand ====
[[File:Kalibrierung Speicherstrang.jpg|400px|thumb| View of calibrating the reservoir strands]]
In the ''Reservoir strand'' view, a factor (double) can be entered for the Lake Evaporation (see Figure [[:File:Kalibrierung Speicherstrang.jpg|'' View of calibrating the reservoir strands'']]). The correction factor is multiplied by the Lake Evaporation value with the associated time series.

{{Clear}}
==== Sub-Catchments ====
[[File:Kalibrierung Teileinzugsgebiete.jpg|400px|thumb|View when calibrating the sub-catchments]]
The calibration parameter of sub-catchments are divided into:

*'''General calibration parameters'''
*'''Correction Soil parameters'''
*'''Retention and Translation parameters'''
*'''Initial conditions'''

(see Figure [[:File:Kalibrierung Teileinzugsgebiete.jpg|''View when calibrating the sub-catchments'']])

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''General Calibration factor'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|Rainfall factor ||[ - ]||Multiplicative correction factor of precipitation time series ||Number (double)
|-
|Temperature shift ||[°C]||Additive correction factor of the temperature time series number ||Number(double)
|-
|Evaporation factor ||[ - ]||Multiplicative factor of the evaporation time series number ||Number (double)
|-
|Increase in Interflow||[mm/h]||Increase rate of Interflow||Number (double)
|-
|Max Interflow||[mm]||Maximum Interflow||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Corrected soil parameter(Per Layer)'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|KZ-Factor cin||[-]||Multiplicative corrected factor of the infiltration parameters in the short term simulation ||Number (double)
|-
|LZ-Factor cin||[-]||Multiplicative corrected factor of the infiltration parameters in the long term simulation||Number (double)
|-
|Factor cex||[-]||Multiplicative corrected factor of the Percolation parameters||Number (double)
|-
|Factor max. Pore volume||[-]||Multiplicative corrected factor of the maximum Pore volume||Number(double)
|-
|Initial soil moisture factor||[-]||Correction factor of soil moisture for the first calculation cycle ||Number (double)
|-
|Factor nFK||[-]||Multiplicative correction factor of field capacity||Number (double)
|-
|Factor QIntf.||[-]||Multiplicative correction factor of retention of interflow||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Retention und Translation'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|k QObfl.vers.||[-]||Correction factor of the retention constant of sealed areas (optional)||Number (double)
|-
|k QObfl.nat.||[-]||Correction factor of the retention constant of natural runoff (optional) ||Number (double)
|-
|k QIntf.||[-]||Correction factor of the retention constant of interflow (optional) ||Number (double)
|-
|k QBasis||[-]||Correction factor of the retention constant of base flow (optional) ||Number (double)
|-
|k QGw||[-]||Correction factor of the retention constant of groundwater flow (optional) ||Number (double)
|-
|k Q depth Gw||[-]||Correction factor of the retention constant of the deep groundwater flow (optional)||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Initial conditions'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|Initial value of ground water storage||[m]||Initial water level of the aquifer||Number (double)
|-
|Initial value of interception ||[mm]||Initial constant of interception storage||Number (double)
|}

 
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Anpassung/hydrology}}

Calibration/Adjustment/hydrology/en

2017-02-18T11:42:03Z

BhawaniRegmi:

== Adjustment of Calibration Parameters ==
For the calibration of the model, the following calibration factors are provided. These calibration parameters are listed in the model in the following views:

; Kalinin-Miljukov Strand
: Processing/editing the calibration parameters of the Kalinin-Miljukov strands.
; Reservoir Strand
: Processing/editing the calibration parameters of the reservoir strands.
; Sub - Catchment
: Processing/ editing the calibration parameters of the sub-catchment.
{{Clear}}

=== Kalinin-Miljukov Strand ===
[[File:Kalibrierung Kalinin-Miljukov Strang.jpg|400px|thumb|View of calibration of the Kalinin Miljukov strand]]

In the ''Kalinin-Miljukov Strand'' view, the calibration factors are listed: ''factor k'' and ''factor n''.See Figure [[:File:Kalibrierung Kalinin-Miljukov Strang.jpg|''View of calibration of the Kalinin Miljukov strand'']])

; Factor k
: Optimization factor of the retention constant k (Kalinin-Miljukov method)
; Factor n
: Optimization factor of the retention element number n (Kalinin-Miljukov method)
{{Clear}}
==== Reservoir Strand ====
[[File:Kalibrierung Speicherstrang.jpg|400px|thumb| View of calibrating the reservoir strands]]
In the ''Reservoir strand'' view, a factor (double) can be entered for the Lake Evaporation (see Figure [[:File:Kalibrierung Speicherstrang.jpg|'' View of calibrating the reservoir strands'']]). The correction factor is multiplied by the Lake Evaporation value with the associated time series.

{{Clear}}
==== Sub-Catchments ====
[[File:Kalibrierung Teileinzugsgebiete.jpg|400px|thumb|View when calibrating the sub-catchments]]
The calibration parameter of sub-catchments are divided into:

*'''General calibration parameters'''
*'''Correction Soil parameters'''
*'''Retention and Translation parameters'''
*'''Initial conditions'''

(siehe Abbildung [[:File:Kalibrierung Teileinzugsgebiete.jpg|''View when calibrating the sub-catchments'']])

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''General Calibration factor'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|Rainfall factor ||[ - ]||Multiplicative correction factor of precipitation time series ||Number (double)
|-
|Temperature shift ||[°C]||Additive correction factor of the temperature time series number ||Number(double)
|-
|Evaporation factor ||[ - ]||Multiplicative factor of the evaporation time series number ||Number (double)
|-
|Increase in Interflow||[mm/h]||Increase rate of Interflow||Number (double)
|-
|Max Interflow||[mm]||Maximum Interflow||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Corrected soil parameter(Per Layer)'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|KZ-Factor cin||[-]||Multiplicative corrected factor of the infiltration parameters in the short term simulation ||Number (double)
|-
|LZ-Factor cin||[-]||Multiplicative corrected factor of the infiltration parameters in the long term simulation||Number (double)
|-
|Factor cex||[-]||Multiplicative corrected factor of the Percolation parameters||Number (double)
|-
|Factor max. Pore volume||[-]||Multiplicative corrected factor of the maximum Pore volume||Number(double)
|-
|Initial soil moisture factor||[-]||Correction factor of soil moisture for the first calculation cycle ||Number (double)
|-
|Factor nFK||[-]||Multiplicative correction factor of field capacity||Number (double)
|-
|Factor QIntf.||[-]||Multiplicative correction factor of retention of interflow||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Retention und Translation'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|k QObfl.vers.||[-]||Correction factor of the retention constant of sealed areas (optional)||Number (double)
|-
|k QObfl.nat.||[-]||Correction factor of the retention constant of natural runoff (optional) ||Number (double)
|-
|k QIntf.||[-]||Correction factor of the retention constant of interflow (optional) ||Number (double)
|-
|k QBasis||[-]||Correction factor of the retention constant of base flow (optional) ||Number (double)
|-
|k QGw||[-]||Correction factor of the retention constant of groundwater flow (optional) ||Number (double)
|-
|k Q depth Gw||[-]||Correction factor of the retention constant of the deep groundwater flow (optional)||Number (double)
|}

{| class="wikitable"
|-
|colspan="4" style="text-align:center" | '''Initial conditions'''
|- style="text-align:center"
|'''Parameter'''||'''Unit'''||'''Description'''||'''Data type'''
|-
|Initial value of ground water storage||[m]||Initial water level of the aquifer||Number (double)
|-
|Initial value of interception ||[mm]||Initial constant of interception storage||Number (double)
|}

 
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/Anpassung/hydrology}}

General/hydrology/en

2017-02-17T23:09:08Z

BhawaniRegmi: /* Background */

== Background ==
[[File:Das Modellkonzept.jpg|300px|thumb|right|The Model Concept]]
KalypsoHydrology is a module for Rainfall-runoff Modelling (RRM-modelling), in which a precipitation load is used to simulate the full, land-based part of the global water balance. Here, the sub-processes such as: Snow storage, Evapotranspiration, Soil water storage, Groundwater recharge, Surface runoff, Interflow, Groundwater runoff and Flood routing are taken into account in the channel of the water cycle.
 

KalypsoHydrology is developed at the [http://www.tuhh.de/wb/forschung/software-entwicklung.html ''Institute of River and Coastal Engineering''] and [http://www.kalypso.bjoernsen.de/ ''Björnsen consulting engineers gmbh (BCE)'']. It is based on the computation code Kalypso-NA. Kalypso- NA is a conceptual, deterministic, non-linear, detailed hydrological model that implements several model concepts.
 

The field of application of the RRM can be seen both in the process analysis, the prediction of planning conditions (such as renaturation and integration of spillways) and in the flood forecast in operational use (protection against flooding by the water level forecast).
 

The model concept (see figure [[:File:Das_Modellkonzept.jpg|''The Model concept'']]) is based on the simulation of the different hydrological sub-processes as linear storage elements, which are coupled via water flows together into a cascade of storage elements. The process of runoff is assumed to be one-dimensional vertical and simulated on Hydrotope level. Hydrotopes are surfaces with a uniform hydrological characteristics, which are formed on the basis of land use, pedology, geology and sub-basins. To describe the runoff concentration, the resulting runoff volumes are aggregated at sub regional level and collected considering the characteristic flow times after translation and retention as part of field drainage and associated with a water strand in the river network. These processes are assumed to be lateral one-dimensional. The outflow deformation in the channel is carried out according to the procedure of Kalinin - Miljukov.

[[Category:Hydrology/en]]
{{Languages|Contents/hydrology}}

Calibration/CalibrationModel/hydrology/en

2017-02-17T23:06:27Z

BhawaniRegmi: /* Calibration of the Model */

== Calibration of the Model ==
At this point, the calibration of the model is performed. The calibration parameters are provided in the calibration views (see: [[Kalibrierung/Anpassung/hydrology/de|Calibration parameter]]).
 
 
The calibration parameters of the water balance simulation in the model should be adjusted. A distinction is made between the calibration of slow water management processes, which are calculated in the [[Simulation/Langzeitrechenvariante/hydrology/de|''Long-term Simulation'']] and faster runoff processes, which are calculated in [[Simulation/Kurzzeitrechenvariante/hydrology/de|''Short-term simulation'']].

 
 
Initially, the uppermost level of the catchment area is calibrated first. Only when the parameters of the upper catchment area are set the following downstream catchments are calibrated. In this way, the Rainfall runoff model is calibrated till the area outlet. For the calibration it is recommended to use measured time series of gauging stations.

 
[[Category:Hydrology/en]]
{{Languages|Kalibrierung/KalibrierungModell/hydrology}}

Simulation/CheckOfComputationResults/hydrology/en

2017-02-17T23:00:51Z

BhawaniRegmi: /* Check of Computation Results */

== Check of Computation Results ==
After the simulation has been carried out, an overview is displayed in which the success or failure of the calculation is described in detail (see Figure [[:File:Hydrology_Simulation_Berechnungsprotokoll.png|''Details of the results of Simulation'']]).
 
In ''Feature View'' Window the ''Simulation'' view , displays if the selection was successful (see Figure [[:File:Simulation3.jpg|''Simulations-View'']]).

The log files are also available for error reporting.
 
When opening the details, some result and log files can be viewed.
 
The outflow balance and statistics can be viewed here.
 

{| style="margin: 1em auto 1em auto;"
|[[File:Hydrology_Simulation_Berechnungsprotokoll.png|thumb|x200px|Details of the results of the Simulation]]
|[[File:Simulation3.jpg|thumb|x300px|Simulations - view]]
|}

[[Category:Hydrology/en]]
{{Languages|Simulation/UeberpruefungRechenergebnisse/hydrology}}

Simulation/CheckOfComputationResults/hydrology/en

2017-02-17T23:00:34Z

BhawaniRegmi:

== Check of Computation Results ==
After the simulation has been carried out, an overview is displayed in which the success or failure of the calculation is described in detail (see Figure [[:File:Hydrology_Simulation_Berechnungsprotokoll.png|''Details to the results of Simulation'']]).
 
In ''Feature View'' Window the ''Simulation'' view , displays if the selection was successful (see Figure [[:File:Simulation3.jpg|''Simulations-View'']]).

The log files are also available for error reporting.
 
When opening the details, some result and log files can be viewed.
 
The outflow balance and statistics can be viewed here.
 

{| style="margin: 1em auto 1em auto;"
|[[File:Hydrology_Simulation_Berechnungsprotokoll.png|thumb|x200px|Details of the results of the Simulation]]
|[[File:Simulation3.jpg|thumb|x300px|Simulations - view]]
|}

[[Category:Hydrology/en]]
{{Languages|Simulation/UeberpruefungRechenergebnisse/hydrology}}

Simulation/ComputationSimulation/hydrology/en

2017-02-17T22:49:26Z

BhawaniRegmi:

== Computation of Simulation ==
{{Info_tip|The program automatically recognizes that the first long-term simulation and later the short-time simulation has to be started after each other. It copies accordingly the necessary initial values to the respective computing variants.}}

After selecting the calculation version in the ''Simulation management'' – window, the computation can be started.

The start of the simulation may be done in two ways:
# '''Individual simulation''': In ''Feature View'' using [[File:Simulation starten.png|120]] the Simulation starts.
#'''Stack/ Batch Simulation''': In ''Simulation Management'' multiple simulation events in simulation management can be started with [[File:Simulation.png|120]].

The current progress of the calculation is shown in bar diagram. After successful calculation, the results are stored in the form of time series in the [[:Ergebnisansicht/hydrology/de |''Results view'']].

{{Info_tip|When errors occur in one of the calculation variants, the calculation process is aborted. If the operation is not automatically cancelled Kalypso should be closed, the error shall be corrected and the calculation can be restarted.}}
 

[[Category:Hydrology/en]]
{{Languages|Simulation/BerechnungSimulation/hydrology}}

Simulation/SyntheticVariant/hydrology/en

2017-02-17T22:41:54Z

BhawaniRegmi:

== Creation of a Synthetic Simulation ==
To calculate the hydrological model with synthetic rainfall events, a new simulation is created. This is an indication of the calculation period which is not important, and also the allocation of a time series area model is not necessary. In a synthetic simulation a standard temperature of 25 ° C is assumed, and losses by evaporation are not taken into account.

=== Procedure ===
==== Selecting the synthetic data in a Model ====
To set the region of the synthetic rainfall in the model (e.g. KOSTRA- grid cell), it is required to set the desired region name of the design rainfall [[:File:Modellparameter Teileinzugsgebiete.jpg|''View of the sections of the ''Model parameters'' in the ''Sub catchments'']]) table. In the feature view this item named see Figure : [[Parameterdefinition/Bemessungsniederschl%C3%A4ge/hydrology/de| Synthetic Precipitation ]].

==== Create a synthetic simulation ====
Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' , a new calculation variant can be started. First the ''Synthetic Precipitation'' must be selected for the calculation based on a synthetic precipitation event in ''Feature view''. Then, the calculation starts with the button start [[File:Simulation starten.png|120px]].
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]]. In simulations, a variation is recommended for better mapping of ''Short Time Simulation''.
; Return period
: The values gives the statistical time in which the event may appear or is exceeded in years [a].
; Duration
: Precipitation duration including interruptions in [min].
; Distribution
: Here you can choose between ''Block rain'', ''Rain left-leaning'', ''Central rain'' and ''Rain right-leaning''.
; Start the Simulation
: The start of the simulation can be selected optionally.
; End the Simulation
: The end of the simulation can be chosen optionally.
; Time steps
: The time step can be chosen optionally. It is only to ensure that the maximum length of 2,880 time steps in a calculation version cannot be calculated.
; Version Kalypso-NA (calculation core)
: Here the latest version should be selected (for information on calculation core: (see [[Rechenkern/hydrology/de|''Computing core'']]).

 
[[Category:Hydrology/en]]
{{Languages|Simulation/SynthetischeRechenvariante/hydrology}}

Simulation/ShortTermVariant/hydrology/en

2017-02-17T22:10:53Z

BhawaniRegmi: /* Integration of initial values */

== Creation of a Short Term Simulation ==
The short-time simulation (simulation time step size < 1440 minutes) is used to calculate single events and is limited to 2880 time steps. The short-time simulation is based on the determined initial values of the long-term simulation. For this purpose, a new simulation has to be run. The integration of the initial values in the simulation is carried out by the assignment of a long-term computing variant in the ''Simulation Management''.

=== Procedure ===
==== Short Term Simulation ====
Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' a new calculation variant can be created. In the feature view, the following data can be completed and the calculation of the simulation can be started with [[File:Simulation starten.png|120px]]
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]]. In short time simulations, a variation of names is recommended for better mapping of ''Short Term Simulations''.
; Start the Simulation
: The start of the simulation must be at 00:00:00 (example: 28.07.2002 00:00:00).
; End the Simulation
: The end of the simulation must be completed at 00:00:00 (example: 04.08.2002 00:00:00).
; Time steps
: To create a short time simulation, it is recommended to specify a time step size of 5 in minutes (even 10 or 15 minutes). However, a calculation version is carried out with a maximum length of 2,880 time steps.
; Version Kalypso-NA (calculation core)
: Here the latest version of the calculation core should be selected (for information on calculation engine: see Computing core [[Rechenkern/hydrology/de|''Computing core'']]).
; Time Series Mapping
: The initially loaded time series must be selected in the respective drop-down menu (Precipitation model, Temperature, Evaporation , Eater level or Discharge measurement, Inflow, open water Evaporation), and which was assigned to a [[Zeitreihenzuordnung/hydrology/de|Time Series Area]] Model using the time series mapping function.

==== Integration of initial values ====
To use initial values from a long term simulation in a short time simulation, the respective long term simulation must be selected using initial values [[File:Auswahl.png|50px]] in the ''Feature view'' at ''Simulation Management'' section.
 
[[Category:Hydrology/en]]
{{Languages|Simulation/Kurzzeitrechenvariante/hydrology}}

Simulation/ShortTermVariant/hydrology/en

2017-02-17T22:10:39Z

BhawaniRegmi: /* Integration of initial values */

== Creation of a Short Term Simulation ==
The short-time simulation (simulation time step size < 1440 minutes) is used to calculate single events and is limited to 2880 time steps. The short-time simulation is based on the determined initial values of the long-term simulation. For this purpose, a new simulation has to be run. The integration of the initial values in the simulation is carried out by the assignment of a long-term computing variant in the ''Simulation Management''.

=== Procedure ===
==== Short Term Simulation ====
Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' a new calculation variant can be created. In the feature view, the following data can be completed and the calculation of the simulation can be started with [[File:Simulation starten.png|120px]]
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]]. In short time simulations, a variation of names is recommended for better mapping of ''Short Term Simulations''.
; Start the Simulation
: The start of the simulation must be at 00:00:00 (example: 28.07.2002 00:00:00).
; End the Simulation
: The end of the simulation must be completed at 00:00:00 (example: 04.08.2002 00:00:00).
; Time steps
: To create a short time simulation, it is recommended to specify a time step size of 5 in minutes (even 10 or 15 minutes). However, a calculation version is carried out with a maximum length of 2,880 time steps.
; Version Kalypso-NA (calculation core)
: Here the latest version of the calculation core should be selected (for information on calculation engine: see Computing core [[Rechenkern/hydrology/de|''Computing core'']]).
; Time Series Mapping
: The initially loaded time series must be selected in the respective drop-down menu (Precipitation model, Temperature, Evaporation , Eater level or Discharge measurement, Inflow, open water Evaporation), and which was assigned to a [[Zeitreihenzuordnung/hydrology/de|Time Series Area]] Model using the time series mapping function.

==== Integration of initial values ====
To use initial values from a long term simulation in a short time simulation, the respective long term simulation must be selected using initial values[[File:Auswahl.png|50px]] in the ''Feature view'' at ''Simulation Management'' section.
 
[[Category:Hydrology/en]]
{{Languages|Simulation/Kurzzeitrechenvariante/hydrology}}

Simulation/ShortTermVariant/hydrology/en

2017-02-17T22:04:03Z

BhawaniRegmi:

== Creation of a Short Term Simulation ==
The short-time simulation (simulation time step size < 1440 minutes) is used to calculate single events and is limited to 2880 time steps. The short-time simulation is based on the determined initial values of the long-term simulation. For this purpose, a new simulation has to be run. The integration of the initial values in the simulation is carried out by the assignment of a long-term computing variant in the ''Simulation Management''.

=== Procedure ===
==== Short Term Simulation ====
Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' a new calculation variant can be created. In the feature view, the following data can be completed and the calculation of the simulation can be started with [[File:Simulation starten.png|120px]]
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]]. In short time simulations, a variation of names is recommended for better mapping of ''Short Term Simulations''.
; Start the Simulation
: The start of the simulation must be at 00:00:00 (example: 28.07.2002 00:00:00).
; End the Simulation
: The end of the simulation must be completed at 00:00:00 (example: 04.08.2002 00:00:00).
; Time steps
: To create a short time simulation, it is recommended to specify a time step size of 5 in minutes (even 10 or 15 minutes). However, a calculation version is carried out with a maximum length of 2,880 time steps.
; Version Kalypso-NA (calculation core)
: Here the latest version of the calculation core should be selected (for information on calculation engine: see Computing core [[Rechenkern/hydrology/de|''Computing core'']]).
; Time Series Mapping
: The initially loaded time series must be selected in the respective drop-down menu (Precipitation model, Temperature, Evaporation , Eater level or Discharge measurement, Inflow, open water Evaporation), and which was assigned to a [[Zeitreihenzuordnung/hydrology/de|Time Series Area]] Model using the time series mapping function.

==== Integration of initial values ====
To use initial values from a long-term simulation in a short time simulation run, the respective long term simulation must be selected in the ''Feature view'' ''Simulation Management'' section at the point of initial values of [[File:Auswahl.png|50px]], from which the initial values should be drawn.

 
[[Category:Hydrology/en]]
{{Languages|Simulation/Kurzzeitrechenvariante/hydrology}}

Simulation/LongTermVariant/hydrology/en

2017-02-17T21:51:34Z

BhawaniRegmi: /* Creation of a Long Term Simulation */

== Creation of a Long Term Simulation ==
First, a calculation model for the long-term simulation has to be applied over several years. The longer the simulation period, the better the significance of the model. The limiting factor here is mostly the data range of the time series, which serve as input time series (Precipitation, Temperature, Evaporation, Inflow Hydrograph). This data should be consistently available and must be linked in the base model.

{{Info_tip|When creating a new computing variant of a long-term simulation , the control parameters must be specifically defined , the start of the simulation must each begin at 00:00:00 and end of the simulation should be ended at 00:00:00 , the calculation must run on full years. To create a long-term simulation, it is important to set the time step size on 1440 minutes, which corresponds to 24 hours or 1 day respectively.}}

When creating a new computing variant of a long-term simulation, the control parameters must be specifically defined. Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' a new calculation variant can be created. In ''Feature View'' the simulation is started with the button with [[File:Simulation starten.png|120px]] :
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]].A variation is recommended to define the ''Long-term Simulation''.
; Start the Simulation
: The start of the simulation must start at 00:00:00 (example: 01.01.1985 00:00:00).
; End the Simulation
: The end of the simulation must be completed at 00:00:00(example: 31.12.2004 00:00:00). The calculation must run over full years.
; Time step
: To create a long term simulation specify a time steps of 1440 minutes ( which is equal to 24 hours ).
;Version of Kalypso-NA (calculation core)
: Here, the latest version should be selected. (Information about the computing core (see: [[Rechenkern/hydrology/de|''Computing Core'']])
; Time series mapping
: The initially loaded fitting time series must be selected in the respective drop-down menu (Precipitation model, Temperature, Evaporation, Water level or Discharge measurement, Inflow, Open water Evaporation), which was assigned to a [[Zeitreihenzuordnung/hydrology/de|Time Series]] model or a Time Series Mapping using the time series mapping function.

[[Category:Hydrology/en]]
{{Languages|Simulation/Langzeitrechenvariante/hydrology}}

Simulation/LongTermVariant/hydrology/en

2017-02-17T21:50:57Z

BhawaniRegmi: /* Creation of a Long Term Simulation */

== Creation of a Long Term Simulation ==
First, a calculation model for the long-term simulation has to be applied over several years. The longer the simulation period, the better the significance of the model. The limiting factor here is mostly the data range of the time series, which serve as input time series (Precipitation, Temperature, Evaporation, Inflow Hydrograph). This data should be consistently available and must be linked in the base model.

{{Info_tip|When creating a new computing variant of a long-term simulation , the control parameters must be specifically defined , the start of the simulation must each begin at 00:00:00 and end of the simulation should be ended at 00:00:00 , the calculation must run on full years. To create a long-term simulation, it is important to set the time step size on 1440 minutes, which corresponds to 24 hours or 1 day respectively.}}

When creating a new computing variant of a long-term simulation, the control parameters must be specifically defined. Using the button [[File:Feature hinzufuegen.png|25px]] ''Feature New'' a new calculation variant can be created. In ''Feature View'' the simulation is started with the button with [[File:Simulation starten.png|120px]] :
; Description
: The created simulation can be renamed via [[File:Umbenennen.png|80px]].A variation is recommended to define the ''Long-term Simulation''.
; Start the Simulation
: The start of the simulation must start at 00:00:00 (example: 01.01.1985 00:00:00).
; End the Simulation
: The end of the simulation must be completed at 00:00:00(example: 31.12.2004 00:00:00). The calculation must run over full years.
; Time step
: To create a long term simulation specify a time steps of 1440 minutes ( which is equal to 24 hours ).
;Version of Kalypso-NA (calculation core)
: Here, the latest version should be selected. (Information about the computing core (see: [[Rechenkern/hydrology/de|''Computing Core'']])
; Time series mapping
: The initially loaded fitting time series must be selected in the respective drop-down menu (Precipitation model, Temperature, Evaporation, Water level or Discharge measurement, Inflow, Open water Evaporation), which was assigned to an [[Zeitreihenzuordnung/hydrology/de|Time Series]] model or a Time Series Mapping using the time series mapping function.

[[Category:Hydrology/en]]
{{Languages|Simulation/Langzeitrechenvariante/hydrology}}

Simulation/hydrology/en

2017-02-17T21:38:31Z

BhawaniRegmi: /* Execution of Simulation */

== Execution of Simulation ==
At this point, the computing variants are created.
 
Under the ''Simulation Management'' different calculation settings can be defined. At this point a distinction is done between the calculations with synthetic precipitation events (KOSTRA data) or Time Series Area Models (measured Time Series). A computing variant can be used for calibration, calculation of scenarios, as well as for the event calculation. Generally, a long and short term simulation is distinguished. When calculating with measured time series, [[Simulation/Langzeitrechenvariante/hydrology/de|''Long term'']] and [[Simulation/Kurzzeitrechenvariante/hydrology/de|''Short term simulation'']] are stored in each scenario. When using the computational core of the RRM the necessary parameters for program execution are queried and the execution is started. The user has the ability to create multiple computing variants initially, to change or delete, and then perform the calculation for these variants.

{{Info_tip|The longer the simulation period, the better the significance of the model. The limiting factor here is mostly the available data range of the time series. It should however be noted that for the simulation only the following input time series (Precipitation, Temperature, Evaporation, Inflow, Hydrograph) must be available without interruption. Values used in the calibration period, like water levels and measured hydrographs may have gaps.}}

{{Info_tip|KalypsoHydrology writes the initial values according to the date and assigns the corresponding short term simulation. This is done by assigning the long term simulation in the field ''initial values''. A drop down menu is opened with the available long term simulations. }}

This view consists of the following windows:
[[File:Simulation1.jpg|thumb|700px|center|View to the creation of simulation variants]]
[[File:Simulation2.jpg|thumb|400px|Query of computing initial values with the simulation]]
{{Info_tip|
*The processing takes place only in the ''Feature View''.
*The changes are saved only when changing or closing the view. A question appears ''Save the data now?'' Confirm the answer with ''Yes''.
*Using the button ''Feature new'' events can be added to the tables and processed with the feature view..
*With the button ''Create simulations'' you can start the simulation.
*The calculation of multiple simulations in a scenario is possible. The program automatically detects that it must first perform the long -time simulation and then the short-term simulation. To do this, the question is whether the initial value should be included in the calculation or not (see Figure [[:File:Simulation2.jpg|''Query after initial value with calculation'']]). Choose ''calculate'' to compute the initial values.}}

 
[[Category:Hydrology/en]]
{{Languages|Simulation/hydrology}}

Simulation/hydrology/en

2017-02-17T21:36:15Z

BhawaniRegmi: /* Execution of Simulation */

== Execution of Simulation ==
At this point, the computing variants are created.
 
Under the ''Simulation Management'' different calculation settings can be defined. At this point a distinction is done between the calculations with synthetic precipitation events (KOSTRA data) or Time Series Area Models (measured Time Series). A computing variant can be used for calibration, calculation of scenarios, as well as for the event calculation. Generally, a long and short term simulation is distinguished. When calculating with measured time series,[[Simulation/Langzeitrechenvariante/hydrology/de|''Long term'']]- und [[Simulation/Kurzzeitrechenvariante/hydrology/de|''Short term simulation'']] a long term simulation and several short-term simulations are stored in each scenario. When using the computational core of the RRM the necessary parameters for program execution are queried and the execution is started. The user has the ability to create multiple computing variants initially, to change or delete, and then perform the calculation for these variants.

{{Info_tip|The longer the simulation period, the better the significance of the model. The limiting factor here is mostly the available data range of the time series. It should however be noted that for the simulation only the following input time series (Precipitation, Temperature, Evaporation, Inflow, Hydro graph) must be available without interruption. Values used in the calibration period, like water levels and measured hydrographs may have gaps.}}

{{Info_tip|KalypsoHydrology writes the initial values according to the date and assigns the corresponding short term simulation. This is done by assigning the long term simulation in the field ''initial values''. A drop down menu is opened with the available long term simulations. }}

This view consists of the following windows:
[[File:Simulation1.jpg|thumb|700px|center|View to the creation of simulation variants]]
[[File:Simulation2.jpg|thumb|400px|Query of computing initial values with the simulation]]
{{Info_tip|
*The processing takes place only in the ''Feature View''.
*The changes are saved only when changing or closing the view. A question appears ''Save the data now?'' Confirm the answer with ''Yes''.
*Using the button ''Feature new'' events can be added to the tables and processed with the feature view..
*With the button ''Create simulations'' you can start the simulation.
*The calculation of multiple simulations in a scenario is possible. The program automatically detects that it must first perform the long -time simulation and then the short-term simulation. To do this, the question is whether the initial value should be included in the calculation or not (see Figure [[:File:Simulation2.jpg|''Query after initial value with calculation'']]). Choose ''calculate'' to compute the initial values.}}

 
[[Category:Hydrology/en]]
{{Languages|Simulation/hydrology}}

OutputAttributes/hydrology/en

2017-02-17T21:25:31Z

BhawaniRegmi: /* Output-Attributes */

== Output-Attributes ==
[[File:Ausgabe-Einstellung Ausgabeoptionen.jpg|400px|thumb|right|Output Attribute,'' Output Options'']]
This section describes the types of selection and elements that should be included in the results output.

=== Views for processing the Output-Attributes===
This view consists of the following four windows:
; Nodes
: Selecting the nodes which are to taken into account for the result output.
; Sub catchments
: Selecting the sub-catchments which are to taken into account for the result output.
; Reservoir Strands
: Selecting the reservoir strand which are to taken into account for the result output.
; Output options
: Select the available output files of a sub-catchments, a node or a reservoir strand as well as giving a water balance file as result output (see Figure [[:File:Ausgabe-Einstellung Ausgabeoptionen.jpg|''Output Attribute '' Output Options'''']]).
To get calculation results for a model node, a sub-catchment or a reservoir basin strand, the attributes of the results must be set in the respective subjects table. The number of selected elements is optional. In addition, in the output settings, a general selection of available result types for each element in the table is available. For each selected model element, the respective time series of the same subfolder of simulations are stored after successful calculation. The results are depending on the selection of the following available result files:

:'''1. Available output files in a sub catchment::'''
:*Temperature
:*Precipitation
:*Snow height
:*Total surface runoff
:*Surface runoff, naturally
:*Surface runoff sealed,
:*Interflow
:*Baseflow
:*Ground water flow
:*Ground water storage
:*Evapotranspiration

:'''2. Available output files of a reservoir strand:'''
:*Storage time series
:*Storage overflow

:'''3. Available output files of a node:'''
:*Total discharge

:'''4. Total files:'''
:*Outflow water balance

 
[[Category:Hydrology/en]]
{{Languages|Calibration/Model Calibration/hydrology}}

OutputAttributes/hydrology/en

2017-02-17T21:25:04Z

BhawaniRegmi: /* Output-Attributes */

== Output-Attributes ==
[[File:Ausgabe-Einstellung Ausgabeoptionen.jpg|400px|thumb|right|Output Attribute '' Output Options'']]
This section describes the types of selection and elements that should be included in the results output.

=== Views for processing the Output-Attributes===
This view consists of the following four windows:
; Nodes
: Selecting the nodes which are to taken into account for the result output.
; Sub catchments
: Selecting the sub-catchments which are to taken into account for the result output.
; Reservoir Strands
: Selecting the reservoir strand which are to taken into account for the result output.
; Output options
: Select the available output files of a sub-catchments, a node or a reservoir strand as well as giving a water balance file as result output (see Figure [[:File:Ausgabe-Einstellung Ausgabeoptionen.jpg|''Output Attribute '' Output Options'''']]).
To get calculation results for a model node, a sub-catchment or a reservoir basin strand, the attributes of the results must be set in the respective subjects table. The number of selected elements is optional. In addition, in the output settings, a general selection of available result types for each element in the table is available. For each selected model element, the respective time series of the same subfolder of simulations are stored after successful calculation. The results are depending on the selection of the following available result files:

:'''1. Available output files in a sub catchment::'''
:*Temperature
:*Precipitation
:*Snow height
:*Total surface runoff
:*Surface runoff, naturally
:*Surface runoff sealed,
:*Interflow
:*Baseflow
:*Ground water flow
:*Ground water storage
:*Evapotranspiration

:'''2. Available output files of a reservoir strand:'''
:*Storage time series
:*Storage overflow

:'''3. Available output files of a node:'''
:*Total discharge

:'''4. Total files:'''
:*Outflow water balance

 
[[Category:Hydrology/en]]
{{Languages|Calibration/Model Calibration/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T21:09:54Z

BhawaniRegmi: /* Time Series Area Models ("GM") */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]] over linear factors for Time Series Area Model. For each time step (''i'') a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum)'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']] are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T21:08:57Z

BhawaniRegmi: /* Time Series Area Models ("GM") */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]] over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum)'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']] are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T21:08:12Z

BhawaniRegmi: /* Mapping of Time Series */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]] over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']] are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:03:28Z

BhawaniRegmi: /* Automatic determination of the linear factors for Time Series Area Models */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]] over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']] are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:02:52Z

BhawaniRegmi: /* Time Series Area Models ("GM") */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]] over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']]) are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:02:25Z

BhawaniRegmi: /* Time Series Area Models ("GM") */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]]) over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']]) are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:01:51Z

BhawaniRegmi: /* Mapping of Time Series */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a ''Time Series Management'']]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]])over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of ''New Total Time Series Area Model'']]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']]) are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:00:58Z

BhawaniRegmi: /* Mapping of Time Series */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of ''Time Series Management'']]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a "Time Series Management"]]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]])over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of "New Total Time Series Area Model"]]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

{{Clear}}
The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

{{Clear}}
{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']]) are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
}}

[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}

TimeSeriesMapping/hydrology/en

2017-02-17T18:00:15Z

BhawaniRegmi: /* Simple Time Series Assignment */

= Mapping of Time Series =

[[File:Zeitreihenzuordnung Parametertyp.jpg|thumb|250px|View of "Time Series Management"]]
The Model Management of KalypsoHydrology is enhanced by the configuration and management to generate area-based time series (in German: “Gebietsmodell” = GM). A GM in a general sense is the generation of a time series of a sub-catchment (for example, precipitation). In addition, there is still the possibility for certain types of data (for example, flow) is a direct correlation between time series and defined model elements (for example, node).

The time series assignments are defined independently of the simulation and can be used in different combination. The time series assignment is used as input data, from the [[Zeitreihen/hydrology/de|Time series management]].
A defined assignment can be reused for the generation of any calculation variants. The previously (till Kalypso version 12) required time-consuming manual assignment of sub-catchments to (Precipitation, Temperature and Evaporation) time series are deleted.
When you create a simulation variation the user assigns time series arrangements. For each simulation, a set of time-series arrangements ''GM''(such as Precipitation, Evaporation, Temperature, Flows etc.) must be indicated. The data time series (for example, Rainfall) are generated during the computing time and automatically stored within the simulation data and the references.

Since the assignments are re-evaluated for each simulation, changes to the underlying time series within the time series management (for example, extending a time series, correction of individual values, etc.) are automatically updated.+

In the '''Time series Managements''' view, the creation of new models or time series arrangement are carried out. For the possible arrangements, the type of arrangement from the list for the time series can be selected:
*Area models - Grass evaporation [mm]
*Area models - Medium temperature [° C]
*Area models - Precipitation [mm]
*Time series assignment – water level measurement
*Time series assignment - open water evaporation
*Time series assignment - inflow node

{{Clear}}
==Simple Time Series Assignment==
[[File:Hydrology_Dialog_Zeitreihenzuordnung.png|thumb|250px|Editing a "Time Series Management"]]
In a simple time series arrangement (Water level hydrographs, inflows and open water evaporation) is carried out at a one-to-one mapping between a time series from the [[Zeitreihen/hydrology/de|Time Series Assignment]] and a model element. During the new time series assignment or when editing a time series assignment at any model element (for example, water level measurement is assigned to a model node ) is shown by a dialogue, in which all elements are listed in a table. By double-clicking in the second column of the table, the attributable time series can be selected.

{{Clear}}

== Time Series Area Models ("GM") ==
A Time Series Area Model defines the mapping of (Precipitation) time series with a sub catchment. It can be generated in different ways.The following methods are implemented currently in Kalypso:

[[File:Zeitreihenzuordnung Bearbeite Gebietsmodell.jpg|thumb|250px|Dialog to create new ("New Area Model (Linear sum)") or editing a Time Series Area Model type ''Linear Sum'']]
; Linear Sum
: Combine a multiple output time series [[Zeitreihen/hydrology/de|Time Series Management]])over linear factors for Time Series Area Model. For each time step ''i'' a Time Series Area Model is calculated as follows: ''tg (i) = sum (fn * tzn (i))'' with:
:* ''tg'' the area time series,
:* ''i'' the time step,
:* ''tz1'' bis ''tzn'' the input (measurement) time series and
:* ''f1'' bis ''fn'' whose linear factors

{{Clear}}
[[File:Zeitreihenzuordnung Bearbeite Gesamtgebietsmodell.jpg|thumb|250px|View of "New Total Time Series Area Model"]]
; Total Time Series Area Model
: (Temporal) combination of several (sub) –catchment models. For the formation of long-term Time Series Area Models for the long-term calibration a simple domain model is not sufficient, because the incoming (measurement) data may not be fully available for longer periods (reading failures, construction and conversion of stations, etc.). For this purpose, a validity period are assigned to each Time Series Area Model (optional). A variable surplus time for the total area of the model can then be defined by combining a plurality of such Time Series Area Model.
: Thus, the defined total area of the model can be used like a normal Time Series Area Model to generate a computational variant. For a total Time Series Area Model found in the formation of an area time series for each time step the current Time Series Area Model (GM)can be used.

{{Clear}}
The Actions ''New Time Series Area Model'' (Linear sum) or ''New Total Time Series Area Model'' are respectively applied to new Time Series Area Models in which the user can edit all parameters in detail. When editing a Time Series Area Model via the appropriate action in the view of properties of the Time Series Area Model, the same editing options appear.

{{Clear}}
{{Info_tip|The input fields of ''Time step [min]'' and ''Timestamp [hh: mm: ss] (only daily data)'' must be completed in the dialogue by Edit the Time Series Area Model (see Figure view [[:File:Zeitreihenzuordnung_Bearbeite_Gebietsmodell.jpg|''New Time Series Area Model (Linear sum")'']]), otherwise later the simulation cannot be completed. At a time stamp of 7:30 (e.g. for DWD data), the values are one daily dates. For another time stamp, the data is used for the specified day.}}

{{Info_tip|Time Series Area Models of grass evaporation and mean temperature are created only once for the long-term and short-term simulation variations with the daily value timestamp.}}

{{Clear}}

== Automatic determination of the linear factors for Time Series Area Models ==

In addition to the manual entry of the linear factors and arrangement carried out at the stations of the measurement, currently two methods are available:

{{Clear}}
[[File:Zeitreihenzuordnung Thiessen Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (linear sum) by Thiessen method''.]]
; Determine the linear factors with the Thiessen method
: With the Thiessen method, the Thiessen polygons are determined for each station. The linear factors for a sub-catchment are then calculated from the area-weighted proportion of the overlapping of each Thiessen polygon with the proportional sub-catchment area.

{{Clear}}
[[File:Zeitreihenzuordnung Inverse Distanz Gewichtungs-Verfahren.jpg|thumb|250px|View of ''New Time Series Area Model (Linear sum) by inverse distance weighting method (IDW)'']]
; Determine the linear factors with the IDW method
: The inverse distance method (Inverse Distance Method) determines the linear factors first by ''n'' next stations assigned to a sub-catchment. The linear factors are then calculated in each case according to the partition of the distance between sub-catchment and the stations.
: The modeller can select how many stations (= 'n') to be used as maximum for the IDW method per sub-catchments.

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The user can select which time series are to be taken into account for determining the linear factors in both processes. In both methods, the sum of the linear factors for each sub-catchment is normalized to 1 (= 100%).

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{{Info_tip|The fields ''valid from'' and ''valid to'' in the dialogue of the Thiessen method (see Figure view to [[:File:Zeitreihenzuordnung Thiessen Verfahren.jpg|'' View to "New Time Series Area Model (Linear sum) by Thiessen method"'']]) are required. It should be checked whether, the stored time series data covered by all stations are valid for the calculation time (validity). The alternative is an overall Time Series Area Model of multiple area models to be created in order to optimally utilize the available time series.
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[[Category:Hydrology/en]]
{{Languages|Mapping of Time Series/hydrology}}