Difference between revisions of "Inlets"
		
		
		
		
		
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| Jenny Hill (talk | contribs) m | Jenny Hill (talk | contribs)  m | ||
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| *Depressed drains are a potential solution for bioretention cells on sloped streets where directing runoff into the cell is a challenge. | *Depressed drains are a potential solution for bioretention cells on sloped streets where directing runoff into the cell is a challenge. | ||
| *This style of inlet can be combined with a curb cut, to maintain capacity in case debris clogs the grate. | *This style of inlet can be combined with a curb cut, to maintain capacity in case debris clogs the grate. | ||
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| + | |{{:Curb cuts: gallery}} | ||
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| |} | |} | ||
| ==External links== | ==External links== | ||
| https://nacto.org/publication/urban-street-stormwater-guide/stormwater-elements/bioretention-design-considerations/inlet-design/ | https://nacto.org/publication/urban-street-stormwater-guide/stormwater-elements/bioretention-design-considerations/inlet-design/ | ||
Revision as of 15:01, 31 October 2017
| Trench drains | Curb cuts | Inlet sumps | Depressed drains | 
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| Curb cuts: gallery |