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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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- [ ] Both culverts are quite close together to should confirm bcfishpass links to correct crossings once in PSCIS and if not link with https://github.com/NewGraphEnvironment/bcfishpass/blob/main/data…
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### Version checks
- [X] I have checked that this issue has not already been reported.
- [X] I have checked that this bug exists on the latest version.
### Reproducible Example
The workflow for set…
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Bottom level checks:
- [x] Connection nodes with 0 connections to channel/culvert/pipe/weir/orifice:
- Must have bottom level, if not: ERROR
- Must have storage area > 0, if not: ERROR
…
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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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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.