Difference between revisions of "Drainage and Utilities"
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Revision as of 11:22, 10 June 2020
Bentley Products
Drainage and Utilities Learning Path
Course Overviews
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Microstation Part 1
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Drainage and Utilities Part 1
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Drainage and Utilities Part 2
Drainage and Utilities Best Practices
The following items are best practices when using Drainage and Utilities
- It is best to keep different hydraulic networks in different files in order to minimize data loss in the event of file corruption. This does not apply to very small networks
- Do not snap to anything when placing nodes. This often leads to additional crashes of the software
- Node elevations should refer a terrain model for their elevation.
- While it is possible to use a roadway mesh for the elevation, this is not the best practice as the roadway mesh cannot read terrain information beyond its own limits
- Use Civil AccuDraw to place nodes with precision at a particular station and offset. This creates element manipulators for dynamic editing when changes to the network occur
- Use scenarios to quickly analyze different design storms or inlet capture options in accordance with the MDOT drainage manual