How to investigate flow issues in waterways: Difference between revisions
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===Is there a construction in the waterway which causes a blockage?=== | ===Is there a construction in the waterway which causes a blockage?=== | ||
* Activate the water overlay and see whether there is a [[Hydraulic structures (Water Overlay)|construction]] in that location. See if there is a [[Weir (Water Overlay)|weir]] or a [[pump (Water Overlay)|pump]] with an angle configured. You can tell by the dam visualized in that location. If so, inspect that construction to see how and when water can flow past it, and how much. | * Activate the water overlay and see whether there is a [[Hydraulic structures (Water Overlay)|construction]] in that location. See if there is a [[Weir (Water Overlay)|weir]] or a [[pump (Water Overlay)|pump]] with an angle configured. You can tell by the dam visualized in that location. If so, inspect that construction to see how and when water can flow past it, and how much. | ||
* Also see if there is an inlet, pump, or overflow in that location. It's possible water is added in that location and just flows off in one direction, or that in that location water is removed at such a rate that it doesn't reach the other side of the waterway. | * Also see if there is an [[inlet (Water Overlay)|inlet]], [[pump (Water Overlay)|pump]], or [[sewer overflow (Water Overlay)|overflow]] in that location. It's possible water is added in that location and just flows off in one direction, or that in that location water is removed at such a rate that it doesn't reach the other side of the waterway. | ||
===Is the grid cell size so large that the sides of the waterway are recomputed to be more shallow?=== | ===Is the grid cell size so large that the sides of the waterway are recomputed to be more shallow?=== | ||
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===Is there a hydrological feature nearby which blocks the waterway?=== | ===Is there a hydrological feature nearby which blocks the waterway?=== | ||
* If available, use the [[Base types result type (Water Overlay)|base types result type]] to inspect the location and see whether cells are marked as breach, or as outside of calculation area, or otherwise inconsistently with the rest of the waterway. | * If available, use the [[Base types result type (Water Overlay)|base types result type]] to inspect the location and see whether cells are marked as breach, or as outside of calculation area, or otherwise inconsistently with the rest of the waterway. | ||
* If the base types result type is not available, check whether there is a breach in the indicated location. You can do so by opening the water overlay's configuration wizard, open the step concerning "breaches", and check the locations of the breaches there (if any). | * If the base types result type is not available, check whether there is a [[breach (Water Overlay)|breach]] in the indicated location. You can do so by opening the [[Water Overlay Wizard|water overlay's configuration wizard]], open the step concerning "breaches", and check the locations of the breaches there (if any). | ||
===Is there an edge of the calculation model nearby?=== | ===Is there an edge of the calculation model nearby?=== |
Revision as of 11:05, 2 June 2020
When using the Water Overlay, water should usually be able to flow freely through waterways. For some situations, it may be evident that water should not be able to flow further, such as at a properly configured weir or pump, or when the bottom of the waterway rises or has an obvious bump.
How to check whether water flows properly
You may be able to see visually on the overlay where potential issues exist, but by placing a measurement in the waterway you will be able to see more accurately how much water is where in the waterway.
- Ensure the Water Overlay has a surface last value result type and a surface elevation.
- Open the measuring tool.
- Create a line measurement, with one endpoint at the start of the waterway, and the other endpoint at the end of the waterway.
- Set the primary overlay to surface last value, the base overlay to surface elevation, and activate "sum".
- Set the measurement graph display mode to "fit to graph".
- You now see the water level across the length of the waterway.
See if the resulting summed line is (nearly) flat, or if there is a point where the water level suddenly jumps to a different level.
What can you look for when a flow issue occurs
Because inhibited waterflow can have a number of causes, there isn't a single fix for all situations. Check whether any of the following apply to your situation, and interpret in the context of your own use-case what the desirable solution would be.
Is the surface elevation in that location what you expect?
- In the relevant waterway, use the measurement made earlier to see whether the height of the bottom of the waterway is as shallow or as deep as you expect.
- Also check whether the height of the terrain is consistent, or inclined, and whether the height of the terrain exceeds the height of the water at any point.
Is there a construction in the waterway which causes a blockage?
- Activate the water overlay and see whether there is a construction in that location. See if there is a weir or a pump with an angle configured. You can tell by the dam visualized in that location. If so, inspect that construction to see how and when water can flow past it, and how much.
- Also see if there is an inlet, pump, or overflow in that location. It's possible water is added in that location and just flows off in one direction, or that in that location water is removed at such a rate that it doesn't reach the other side of the waterway.
Is the grid cell size so large that the sides of the waterway are recomputed to be more shallow?
- Make sure you have both the general heightmap overlay and the surface elevation overlay in your project. Create a measurement perpendicular across the waterway, and show both overlays, one as primary and the other as base. Take note of whether the surface elevation overlay's results match the depth of the heightmap, and whether the incline at the sides matches up.
Is there a hydrological feature nearby which blocks the waterway?
- If available, use the base types result type to inspect the location and see whether cells are marked as breach, or as outside of calculation area, or otherwise inconsistently with the rest of the waterway.
- If the base types result type is not available, check whether there is a breach in the indicated location. You can do so by opening the water overlay's configuration wizard, open the step concerning "breaches", and check the locations of the breaches there (if any).
Is there an edge of the calculation model nearby?
- Check what the current grid cell size is, and check whether the issue occurs near the edge of the project area. Note that the outer two cells of the project area are not part of the calculation.
- Check whether the location of the issue is inside the designated calculation area. You can do so at the weather event step in the configuration wizard, where you can check the configuration for the calculation area. If it is set to water level areas only, check whether the location of the issue is covered by a water level area. If it is set to specified areas only, check whether the location of the issue is covered by a limit area.
- Check whether the issue takes place near the the edge of the calculation area. The closer to the edge a calculation takes place, the more chance there is of unintended edge effects.