How to configure the Water Overlays: Difference between revisions
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(The use-case about time-controlled Q for breach is removed here. Could be recover and added/reused in another use-case) |
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==Stationary analyses== | ==Stationary analyses== | ||
* [[Trace_water_through_project_area_use_case_(Water_Overlay)|Track flow in a hydrological system over time]] | * [[Trace_water_through_project_area_use_case_(Water_Overlay)|Track flow in a hydrological system over time]] | ||
* [[Calculate_stable_water_level_use_case_(Water_Overlay)| | * [[Calculate_stable_water_level_use_case_(Water_Overlay)|Manually calculate at what level the water level is stable]] | ||
Revision as of 09:51, 9 April 2019
Please note: This page is currently being updated.
This page describes several use cases and examples of configurations in different water overlays based on the water module.
Basics
Enhancements
Excessive water
Flooding
These use-cases can be implemented best using the Flooding Overlay.
- Levee breach with all water inside the project area (river, small lake)
- Levee breach with water from outside the project area (large lake, sea)
- Multiple sequential breaches
Rain
These use-cases can be implemented best using the Rainfall Overlay.
Water shortage
These use-cases can be implemented best using the Groundwater Overlay.
- Drought from excessive drains in the project area
- Drought from excessive evaporation in the project area