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| {{Plainlist|1=Where: | | {{Plainlist|1=Where: |
| *''W<sub>T</sub>'' is the width of the inlet in m, | | *''W<sub>T</sub>'' is the width of the inlet for complete capture (m), |
| *''Q'' is the flow perpendicular to the inlet in m<sup>3</sup>/s | | *''Q'' is the design flow perpendicular to the inlet (m<sup>3</sup>/s) |
| *''S<sub>0</sub>'' is the longitudinal slope | | *''S<sub>0</sub>'' is the longitudinal slope ratio |
| *''n'' is Manning's 'n' (between 0.012 and 0.016 for concrete, depending on surface treatment), | | *''n'' is Manning's 'n' (between 0.012 and 0.016 for concrete, depending on surface treatment), and |
| *''S<sub>x</sub>'' is the cross slope}} | | *''S<sub>x</sub>'' is the cross slope ratio}} |
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| Where the intention is to capture only a proportion of the flow, the ratio of flow entering the curb inlet may be calculated:: | | Where the inlet width is constrained or 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> |
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| | {{Plainlist|1=Where: |
| | *''R<sub>c</sub>'' is the proportion of flow entering the curb cut, and |
| | *''W'' is the available curb cut width (m)}} |
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| ==Example== | | ==Example== |
| A curb cut of 3 m is proposed as an inlet for an offline [[Bioretention|bioretention cell]] receiving runoff from an adjacent roadway. The gutter and the curb are made from smooth concrete with Manning's 'n' = 0.013. 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. | | A curb cut of 3 m is proposed as an inlet for an offline [[Bioretention|bioretention cell]] receiving runoff from an adjacent roadway. The gutter and the curb are made from smooth concrete with Manning's 'n' = 0.013. 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. |