Difference between revisions of "Inlets"
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*Inlet aprons or depressions increase inflow effectiveness. Aprons typically drop 50 mm into the bioretention cell, with another 50 mm drop behind the curb to maintain inflow as debris collects. | *Inlet aprons or depressions increase inflow effectiveness. Aprons typically drop 50 mm into the bioretention cell, with another 50 mm drop behind the curb to maintain inflow as debris collects. | ||
*Gutters with steep cross slopes can be hazardous, especially to people bicycling. Curbside and protected bike lanes along concrete aprons should be at least 1.8 m to give cyclists adequate clear width from the curb and any pavement seams. Aprons could also be marked visually to indicate their perimeter. | *Gutters with steep cross slopes can be hazardous, especially to people bicycling. Curbside and protected bike lanes along concrete aprons should be at least 1.8 m to give cyclists adequate clear width from the curb and any pavement seams. Aprons could also be marked visually to indicate their perimeter. | ||
− | *Where the curb alignment along the street is straight, the curb opening may optionally have a bar across the top of the inlet. For aprons into bioretention | + | *Where the curb alignment along the street is straight, the curb opening may optionally have a bar across the top of the inlet. |
+ | *For aprons into [[bioretention]], the curb may [[curb cuts|angle into the cell]] to improve conveyance of gutter flow into the facility | ||
*A depressed concrete apron can be cast in place or retrofitted in by grinding down the existing concrete pavement. | *A depressed concrete apron can be cast in place or retrofitted in by grinding down the existing concrete pavement. | ||
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Revision as of 19:01, 31 October 2017
Trench drains | Curb cuts | Inlet sumps | Depressed drains |
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