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Hi everyone, I am trying to modelling some stuff with the Anuga's culvert operator. I use the box operator with a rectangular section 10m * 1m. The problem is that the flow rate is lower than what exp…
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I would like to release the "import point structures" tool that was developed as part of the MIKE importer separately. For users, Integrating it in the "Import culverts" algorithm would make workflows…
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Luke says:
> I've spun up a [ScienceBase] WMS with the formatted lookup table to store the data similar to how StreamStats stores basin characteristic tables. The point locations still have all the…
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**What is the need for this task.**
We are now using a copied version of the find_nearest_branch() method of D-HyDAMO. This should change.
**What is the task?**
Execute the steps bellow:
- Inv…
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Gnos property is not shown as diked. It should be.
What about areas east of 101 on the north side of the river? These are tidally restricted due to… tide gates? Restrictive culverts?
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Need to add a state config section (similar to StreamStats v4) that allows for state-specific map layers, functionality, etc.
Examples of state-specific map services: brides, bridge scours database…
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@XaviEspinet As we're moving into the selection of road improvements, can you confirm the following assumptions:
### Intervention types
- **Upgrade of surface treatment**
Means paving a previou…
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The invert levels of pipes and culverts should not differ more than their cross section height.
Unless if there is storage on the node.
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I only recently found out a user that has been mapping nonexistent culverts and tunnels under bridges for months. I checked on Osmose and found out there are no checks for this.
From bridge wiki:
…