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| These sizing equations are suggested for use in calculating the capacity of swales which have a larger proportion of surface flow. i.e. grass swales, rather than [[bioswales]]. | | These sizing equations are suggested for use in calculating the capacity of swales which have a larger proportion of surface flow. i.e. grass swales, rather than [[bioswales]]. <br> |
| | | In many cases the length of swale required will exceed the available space, so that an underground [[infiltration trenches|infiltration trench]] or a [[Dry ponds| dry pond]] will be a preferred solution. |
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| ===Triangular channel=== | | ===Triangular channel=== |
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| <math>L=\frac{360,000Q_{p}}{\left\{ b+2.388\left[\frac{Q_{p}n}{\left(2\sqrt{1+m^{2}-m}\right)S^{\frac{1}{2}}}\right ]^{\frac{3}{8}}\sqrt{1+m^{2}} \right \}q}</math> | | <math>L=\frac{360,000Q_{p}}{\left\{ b+2.388\left[\frac{Q_{p}n}{\left(2\sqrt{1+m^{2}-m}\right)S^{\frac{1}{2}}}\right ]^{\frac{3}{8}}\sqrt{1+m^{2}} \right \}q}</math> |
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| {Plainlist|1=Where: | | {{Plainlist|1=Where: |
| *L = length of swale in m | | *''L'' = length of swale in m |
| *Q<sub>p</sub> = peak flow of the storm to be controlled, in m<sup>3</sup>/s | | *''Q<sub>p</sub>'' = peak flow of the storm to be controlled, in m<sup>3</sup>/s |
| *m = swale side slope (dimensionless) | | *''m'' = swale side slope (m/m) |
| *S = the longitudinal slope (dimensionless) | | *''S'' = the longitudinal slope (m/m) |
| *n = Manning's coefficeint (dimensionless) | | *''n'' = Manning's coefficient (dimensionless) |
| *b = bottom width of trapezoidal swale, in m.} | | *''b'' = bottom width of trapezoidal swale, in m.}} |
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