Difference between revisions of "Drainage and Utilities"
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===[[#Initial Network Layout| Initial Network Layout]]=== | ===[[#Initial Network Layout| Initial Network Layout]]=== | ||
This series covers the initial layout of the drainage network. | This series covers the initial layout of the drainage network. | ||
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==[[#Drainage and Utilities Best Practices | Drainage and Utilities Best Practices]]== | ==[[#Drainage and Utilities Best Practices | Drainage and Utilities Best Practices]]== |
Revision as of 08:08, 4 August 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
Initial Network Layout
This series covers the initial layout of the drainage network.
Drainage and Utility Network Layout - Structures
Drainage and Utility Network Layout - Conduits
Drainage and Utility Network Layout - Check the Model
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