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Pipe T-Sections
If I have a 12" line with known flow and want to tap into this line with a 3" line, how do I determine the flow into my 3" line? Is it dependent on the end conditions?- 9952bt
- Thread
- Replies: 1
- Forum: Water treatment & distribution
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Retaining Wall Surcharges
I'm designing a concrete retaining wall that will act as a loading dock for a 100 kip loader. How do I convert this to a surcharge to use for design?- 9952bt
- Thread
- Replies: 10
- Forum: Earthwork/grading engineering
