Demo Iteration Project: Difference between revisions

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==Calculations using the Iteration option==
==Calculations using the Iteration option==
The implementations demonstrated here strike a balance between leveraging the {{software}}'s effective means of calculation and the flexibility and verisimilitude of the results. As such, they serve as a powerful springboard for creating ones own accepted means of calculation.
The demo project simulates a Dutch polder to demonstrate how rainfall infiltration can be modeled using the iteration option. A hypothetical formula is applied to calculate the infiltration rate per time step, based on the saturation level of the unsaturated zone. This iterative process determines the soil's saturation step by step, which in turn influences the potential infiltration.


==Using the Rainfall overlay for calculating the groundwater infiltration speed ==
The purpose of this demo project is to illustrate the capabilities of this iterative calculation method.
Set up
Rain event. Duration of the Rain event. De volledige tijdsduur wordt opgegeven.
Watersystem - Advanced: Select Ggrid Overaly to set initial water level and also flow UV
Groundwater - Advanced: Select a Grid Ovelay as Groundwater Level (datum
Unsaturaed Zone


Output Overlays
==Setup of the Demo Project==
Deze output is nodig.  
The demo includes several essential components for performing these calculations. Each component is explained, along with the rationale for its use.
Surface Last Value
Rain
Ground Last Value
Ground Watertable
Ground Last Unsaturated Storage
Ground Last Unsaturated Fraction
Surface Last U
Surface Last V


Timeframes
Components:


De uitkomsten van elke iteratiestap worden door de volgende combo-overlay's gebruikt om de data weer klaar te zetten voor de volgende stap. Dit is bedoeld om de volgende iteratiestap te rekenen met de juiste inputdata. We lopen de verschillende combo-overlay's door:
*[[Combo Overlay]]
*[[Rainfall Overlay]]
*[[Iteration Collector]]
*[[Indicator]]
*Number of Iterations


Combo Surface U en Combo Surface V. In de formula van deze combooverlay is te zien dat de formule er op gericht is om er voor te zorgen dat hij rekent met de data uit de vorige tijdstap. Echter, indien de vorige iteratiestap stap 0 was, dan kan gerekend worden met 0.  
==Combo Overlays==
IF(EQ(ITERATION, 0), 0, A)
Several overlays need to be prepared as inputs for the various iteration steps. Each step's outputs are set up for use in the subsequent iteration in combo overlays.


Combo Fraction
===Combo Surface U and Combo Surface V===
Combo Surface
When water flows, the velocity (both U and V) at the end of an iteration is used as the initial velocity for the next iteration. If there is no previous iteration step, the value should be 0. Make sure to check the box "previous" to make sure the [[Combo overlay]] uses the U and V of the previous itertationstep.<br>
Combo Grondwaterdiepte
The formula in the combo overlay should in this case read: <code>IF(EQ(ITERATION, 0), 0, A)</code>


Combo Infil Speed
===Combo Fraction and Combo Groundwater Depth===
The percentage of the saturated fratcion of the unsaturated zone as well as the groundwaterdepth are both inputs for the next iteration step. If there is no previous iterationi step, the [[global]] values are used. Make sure to check the box "previous" to make sure the [[Combo overlay]] uses the values of the previous itertationstep.


For the saturation percentage the [[global]] GLOBAL_DEFAULT_FRACTION should be used.
<br>For the groundwater level the [[global]] GLOBAL_DEFAULT_TABLE shoulld be used.


Iteration Collector
<br> The formula in the combo overlay Combo Fraction should in this case read:
Dit laat de resultaten zien van elke iteratiestap. Wanneer je de modulus niet op 1 (defealt) zet, maar bijvoorbeeld op 2
<code> IF(EQ(ITERATION, 0), GLOBAL_DEFAULT_FRACTION, IF(EQ(A, NO_DATA), GLOBAL_DEFAULT_FRACTION, A))</code>
Overlays - Grid calculations - Iteration Collector
<br> The formula in the combo overlay Combo Groundwater Depth should in this case read:
Iteration Input Overlay -> Rain event
<code>IF(EQ(ITERATION, 0), GLOBAL_DEFAULT_TABLE, A)</code>


===Combo Surface===
The waterlevel on the surface is input for the next iteration step. If there is no previous iteration step, the value should be 0. Make sure to check the box "previous" to make sure the Combo overlay uses the values of the previous itertationstep.


<br> The formula in the combo overlay Combo Fraction should in this case read:
<code>IF(EQ(ITERATION, 0), 0, A)</code>


Partial_Start_SEC
===Combo Infiltration Speed===
Partial_End_SEC
The Combo overlay Combo Infiltration calculates the infiltration speed based on soil saturation. For this demo a hypothetical formula is used. It uses the Ground BOFEK ID overlay to identify the soil type.


Indicator
Formula example:
UPDATE_OVERLAY_PARTIAL_END_SEC_WHERE_OVERLAY_IS_10 
<code>MAX(0, SUB(GLOBAL_DEFAULT_INFIL, SWITCH(B, 0, 1004, MUL(10, SUB(A, GLOBAL_DEFAULT_FRACTION)), 1006, MUL(5, SUB(A, GLOBAL_DEFAULT_FRACTION)))))</code>


Hiermee stel je de start en de eindtijd van de gedeeltelijke doorrekening van de regenwateroverlay. Met andere woorden een iteratiestap. Bij de volgende stap worden deze waarden aangepast en wordt de tweede iteratie doorgerekend.
==Rainfall Overlay==
Default settings are used for the rainfall overlay, with some exceptions:


Het aantal iteraties wordt door de indicator opgevraagd met de TQL: SELECT_ITERATIONS_WHERE.
Rain Event Duration: The total duration is specified and later divided into iterations.
De iteratie waar momenteel mee wordt gerekend wordt opgevraagd met de TQL: SELECT_ITERATION_WHERE
Water System – Water Level: Set initial water level and UV flow using the Surface combo overlay.
Groundwater: Initialize groundwater level using the Groundwater Depth combo overlay.
Unsaturated Zone: Initialize saturation and storage percentages per grid cell using the Fraction combo overlay.
Generated Output Overlays:


De totale simulatie tijd wordt ook opgevraagd: Query: SELECT_ATTRIBUUT_WHERE_NAME_IS_RAIN_M_AND_OVERLAY_IS_10_AND_RELATION_IS_WEATHER_AND_INDEX_IS_2
Surface Last Value
 
Rain
Fraction Start en Fraction End geven de start en end als fractie. Bij Start en End wordt dit uitgedrukt in seconden door deze fractie te vermenigvuldigen met de totale simulatietijd.
Ground Last Value
Ground Watertable
Ground Last Unsaturated Storage
Ground Last Unsaturated Fraction
Surface Last U
Surface Last V
The number of timeframes is set to 1.


Je kan de debug niet downloaden per iteratie.
==Iteration Collector==
Displays results of each iteration step. The input overlay is the Rain Event.


Je kan per iteratie wel wegschrijven.
Modulus: Set to 1 by default, meaning one output is saved per iteration as a timeframe in the collector.


Je kan bepaalde updates wel doen. Dus wanneer je in je scenario bijvoorbeeld het attribuut van een specifiek gebouwtype wil updaten tijdens een bepaalde iteratiestap 5, dan kan dat.  
==Indicator==
UPDATE_BUILDING_ARGICULTURE_BUYOUT_COST_M2_WHERE BUILDING_IS_35_AND_ITERATION_IS_5
Handles partial updates for specific timeframes.
Example formulas:


Je zit initieel altijd in iteratiestap 0. Dus met een TQL querie kan dit niet voor iteratiestap 5. Het kan wel via de API en de indicator.
UPDATE_OVERLAY_PARTIAL_END_SEC_WHERE_OVERLAY_IS_10
Queries like SELECT_ITERATIONS_WHERE and SELECT_ITERATION_WHERE retrieve the number of iterations and the current iteration.


==Number of Iterations==
Set through the interface (default is 1).


Select_
==Notes and Limitations==
Debugging cannot be downloaded per iteration but can be saved for each iteration.
Specific updates (e.g., updating attributes for certain building types in iteration 5) can be executed using the API and indicator but not through TQL for non-initial iterations.


Modulus




Latest revision as of 16:54, 15 November 2024

An overview of Demo Iteration.

The Demo Iteration project is available for all users and can be found in the main menu under Edit projects. This project does not count towards your license.

This project is intended for hydrologists and other water experts.

This project showcases the rainfall overlay in a iteration mode.

The demo show the iteration functionality that can be used to adjust the ground infiltration speed using a combo formula.

Calculations using the Iteration option

The demo project simulates a Dutch polder to demonstrate how rainfall infiltration can be modeled using the iteration option. A hypothetical formula is applied to calculate the infiltration rate per time step, based on the saturation level of the unsaturated zone. This iterative process determines the soil's saturation step by step, which in turn influences the potential infiltration.

The purpose of this demo project is to illustrate the capabilities of this iterative calculation method.

Setup of the Demo Project

The demo includes several essential components for performing these calculations. Each component is explained, along with the rationale for its use.

Components:

Combo Overlays

Several overlays need to be prepared as inputs for the various iteration steps. Each step's outputs are set up for use in the subsequent iteration in combo overlays.

Combo Surface U and Combo Surface V

When water flows, the velocity (both U and V) at the end of an iteration is used as the initial velocity for the next iteration. If there is no previous iteration step, the value should be 0. Make sure to check the box "previous" to make sure the Combo overlay uses the U and V of the previous itertationstep.
The formula in the combo overlay should in this case read: IF(EQ(ITERATION, 0), 0, A)

Combo Fraction and Combo Groundwater Depth

The percentage of the saturated fratcion of the unsaturated zone as well as the groundwaterdepth are both inputs for the next iteration step. If there is no previous iterationi step, the global values are used. Make sure to check the box "previous" to make sure the Combo overlay uses the values of the previous itertationstep.

For the saturation percentage the global GLOBAL_DEFAULT_FRACTION should be used.
For the groundwater level the global GLOBAL_DEFAULT_TABLE shoulld be used.


The formula in the combo overlay Combo Fraction should in this case read: IF(EQ(ITERATION, 0), GLOBAL_DEFAULT_FRACTION, IF(EQ(A, NO_DATA), GLOBAL_DEFAULT_FRACTION, A))
The formula in the combo overlay Combo Groundwater Depth should in this case read: IF(EQ(ITERATION, 0), GLOBAL_DEFAULT_TABLE, A)

Combo Surface

The waterlevel on the surface is input for the next iteration step. If there is no previous iteration step, the value should be 0. Make sure to check the box "previous" to make sure the Combo overlay uses the values of the previous itertationstep.


The formula in the combo overlay Combo Fraction should in this case read: IF(EQ(ITERATION, 0), 0, A)

Combo Infiltration Speed

The Combo overlay Combo Infiltration calculates the infiltration speed based on soil saturation. For this demo a hypothetical formula is used. It uses the Ground BOFEK ID overlay to identify the soil type.

Formula example: MAX(0, SUB(GLOBAL_DEFAULT_INFIL, SWITCH(B, 0, 1004, MUL(10, SUB(A, GLOBAL_DEFAULT_FRACTION)), 1006, MUL(5, SUB(A, GLOBAL_DEFAULT_FRACTION)))))

Rainfall Overlay

Default settings are used for the rainfall overlay, with some exceptions:

Rain Event Duration: The total duration is specified and later divided into iterations. Water System – Water Level: Set initial water level and UV flow using the Surface combo overlay. Groundwater: Initialize groundwater level using the Groundwater Depth combo overlay. Unsaturated Zone: Initialize saturation and storage percentages per grid cell using the Fraction combo overlay. Generated Output Overlays:

Surface Last Value Rain Ground Last Value Ground Watertable Ground Last Unsaturated Storage Ground Last Unsaturated Fraction Surface Last U Surface Last V The number of timeframes is set to 1.

Iteration Collector

Displays results of each iteration step. The input overlay is the Rain Event.

Modulus: Set to 1 by default, meaning one output is saved per iteration as a timeframe in the collector.

Indicator

Handles partial updates for specific timeframes. Example formulas:

UPDATE_OVERLAY_PARTIAL_END_SEC_WHERE_OVERLAY_IS_10 Queries like SELECT_ITERATIONS_WHERE and SELECT_ITERATION_WHERE retrieve the number of iterations and the current iteration.

Number of Iterations

Set through the interface (default is 1).

Notes and Limitations

Debugging cannot be downloaded per iteration but can be saved for each iteration. Specific updates (e.g., updating attributes for certain building types in iteration 5) can be executed using the API and indicator but not through TQL for non-initial iterations.


Exploring the project

To begin exploring the project, see the outlet located on the left side.

See also

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