Basic water model use case (Water Overlay)
For all effective uses of any variant of the water overlay, you must first set up a basic water model. This water model includes both your hydrological system, as well as the parameters used to perform any calculations. The behavior of any water, whether it's pre-existing, expected inflow, or due to natural event or calamity, is affected by the presence of features which can capture or steer water in other directions. The more real-world hydrological features and hydrological constructions are loaded in, the more accurately the water flow can be simulated.
Requirements
Before getting started, there are a few requirements which must be met first.
Determine what overlay you need
The first step is to determine which variant of the Water Overlay best suits your needs. This depends largely on what primary calculation you wish to perform.
Create your project
The Water Overlay will be able to calculate most accurately if your project has been created with the following criteria in mind:
- Your project has been loaded in with a high-resolution DEM. This can be configured during the new project wizard.
- Your project is large enough to account for edge effects.
Prepare your data
The next step is preparing your data. Note that data can be skipped if you do not have this data, or the data is not applicable for your project.
The following data should be prepared as GeoJSONS. Click on any topic for more information.
| Data | Description | Alternative/default |
|---|---|---|
| Water areas | Water areas set the water level of all open water in the area they envelop. | In the configuration wizard, it is possible to generate a single water area for the entire project area. |
| Weirs | Weirs allow for water to flow between bodies of water, with the amount of water increasing as the water level increases. | There are no default weirs in a project. |
| Culverts | Culverts allow for water to flow between bodies of water, with a maximum amount dictated by the size of the culvert. | For projects in the Netherlands some culverts may be loaded in as part of the project creation process. |
| Pumps | Pumps move water from locations with a lower water level to locations with a higher water level. | There are no default pumps in a project. |
| Inlets and outlets | Inlets are points where water can be added to the water system. Outlets are points where water can leave the water system. | There are no default inlets or outlets in a project. |
| Sewer areas | Sewer areas form controlled storage for water which ends up on constructions landing on sewer areas. | In the configuration wizard, it is possible to generate sewer areas based on the neighborhoods in the project area. |
| Sewer overflows | Sewer overflows are a way for water to flow out of the sewer, and back onto the surface water system. | There are no default sewer overflows in a project, even when sewers are loaded in or generated. |
| Groundwater | Only relevant for groundwater overlays. Will set the height of the saturated zone's water in the underground. | The groundwater overlay will assume the entire ground is saturated. Other overlays will not use the underground water model. |
Note that it is preferable to use the Tygron Platform's naming convention for attributes (such as CULVERT_HEIGHT) when preparing GeoJSON files, to prevent multiple structures or features from having the same keys and conflicting with each other in the Water Overlay's setup.
Verifying your data
Steps
- Add the overlay, as described here: How-to add and remove an overlay.
- Open the overlay's wizard, and perform each step if possible. When in doubt on what to configure exactly, a step can be skipped.
Notes
The rainfall and groundwater variants of the Water Overlay already form basic water models when they are added to a project without further configuration.
Additional tips for preparation and use
There are a number of additional points of attention when creating a project with the intent of using this overlay:
- When creating a new project in the new project wizard, consider using the AHN3 dataset rather than the default AHN2. Where coverage is available, the AHN3 dataset will be more accurate. Where coverage is not available, the default AHN2 should be used.
- Additionally, when creating a new project, consider whether you want to use the IMWA dataset for hydrological constructions. Although this dataset is not complete, some information about constructions which serve as culverts other relevant objects can be loaded in from this datasource. If more complete or accurate data is available to be loaded in into the project after it is created, it may be desirable to disregard this source so that hydrological constructions are not doubly included.
- Water flow can often be dictated by small features in an area, such as small openings between buildings, and thin levees. To have these small features included properly in the calculations, the grid cell size will need to be set to an appropriate size. The default setting offered by the Tygron Platform will often need to be adjusted to allow for smaller features to be recognized without having their presence averaged out with their surroundings.
- The water overlay performs a complete simulation, which is a series of complex calculations across multiple layers. Depending on the configuration of the overlay, the calculation time can range from seconds to hours. If the overlay is to be used in a setting where response times need to be short, it may be preferable to configure the overlay for greater speed rather than excessive precision.
- Group
- Water system model
- How to import a GeoTIFF of waterway depths
- How to add Subsidence
- Flooding
- Visualize levee breach from water body inside project area use case
- Visualize levee breach from water body outside project area use case
- Flood wave use case
- Water quality
- How to trace water through project area
- Stationary analyses
- Calculate stable water level use case