Difference between revisions of "Curb cuts"
Jenny Hill (talk | contribs) |
Jenny Hill (talk | contribs) |
||
Line 1: | Line 1: | ||
− | |||
− | |||
==Sizing== | ==Sizing== | ||
To completely capture linear flow travelling along a gutter perpendicular to a curb inlet, the inlet must be of width:: | To completely capture linear flow travelling along a gutter perpendicular to a curb inlet, the inlet must be of width:: | ||
<math>W_T=0.817Q^{0.42}S_{0}^{0.3}\left (\frac{1}{nS_{x}}\right)^{0.6}</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 | + | Where the intention is to capture only a proportion of the flow, the ratio of flow entering the curb inlet may be calculated:: |
<math>R_c=1-\left ( 1-\frac{W}{W_T} \right )^{1.8}</math> | <math>R_c=1-\left ( 1-\frac{W}{W_T} \right )^{1.8}</math> | ||
==Example== | ==Example== | ||
+ | A curb cut of 0.25 m is proposed as an inlet for an offline bioretention cell receiving runoff from an adjacent roadway. The x-slope is 3% and the longitudinal slope of the road is 2%. The design storm produces flow of 0.08 m<sup>3</sup>/s. | ||
+ | |||
Revision as of 01:00, 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 curb inlet may be calculated::
Example[edit]
A curb cut of 0.25 m is proposed as an inlet for an offline bioretention cell receiving runoff from an adjacent roadway. The x-slope is 3% and the longitudinal slope of the road is 2%. The design storm produces flow of 0.08 m3/s.
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