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Bioretention: Sizing
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Revision as of 17:14, 20 May 2020
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→Drainage time (3D)Woods Ballard, B., S. Wilson, H. Udale-Clarke, S. Illman, T. Scott, R. Ahsley, and R. Kellagher. 2016. The SuDS Manual. 5th ed. CIRIA, London.
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Typically, this is only worth exploring over sandy textured native subsoils with rapid infiltration.
Typically, this is only worth exploring over sandy textured native subsoils with rapid infiltration.
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Note that narrow, linear bioretention features (or [[bioswales]]) drain faster than round or blocky footprint geometries
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The drainage time calculator noted above can be used to calculate drainage time assuming three dimensional drainage as well
.
*Begin the drainage time calculation by dividing the area of the practice (''A<sub>p</sub>'') by the perimeter (''x'')
*Begin the drainage time calculation by dividing the area of the practice (''A<sub>p</sub>'') by the perimeter (''x'')
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*''x'' is the perimeter of the practice (m), and
*''x'' is the perimeter of the practice (m), and
*''d<sub>r</sub>'' is the depth of the storage reservoir (m).}}
*''d<sub>r</sub>'' is the depth of the storage reservoir (m).}}
−
The drainage time calculator noted above can be used to calculate drainage time assuming three dimensional drainage as well
.
+
+
Note that narrow, linear bioretention features (or [[bioswales]]) drain faster than round or blocky footprint geometries
.
===Groundwater mounding===
===Groundwater mounding===
Dean Young
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