Difference between revisions of "Curb cuts"
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==Sizing== | ==Sizing== | ||
− | To | + | To completely capture linear flow travelling along a gutter perpendicular to a curb inlet, the inlet must be of width:: |
− | <math> | + | <math>W_T=0.817Q^{0.42}S_{0}^{0.3}\left (\frac{1}{nS_{x}}\right)^{0.6}</math> |
+ | |||
+ | Where the intention is to capture only a proportion of the flow, the ratio of flow entering the crub inlet may be calculated:: | ||
+ | <math>R_c=1-\left ( 1-\frac{W}{W_T} \right )^{1.8}</math> | ||
+ | |||
+ | ==Example== | ||
Revision as of 00:56, 29 September 2017
Sizing[edit]
To completely capture linear flow travelling along a gutter perpendicular to a curb inlet, the inlet must be of width::
Where the intention is to capture only a proportion of the flow, the ratio of flow entering the crub inlet may be calculated::
Example[edit]
Curb cuts Gallery[edit]
Curb cut into a bioretention facility in Hinsdale, IL.
Decorative aggregate in the center of the facility reduces erosion and dissipates power inflow around the inlet area. A monitoring/maintenance well can be seen in the foreground.
Photo credit: CNTCurb cut into a bioretention facility in Brown Deer, WI.
Aggregate is used to reduce erosion around the inlet area.
Photo credit: Aaron Volkening