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Bioretention: Sizing
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Revision as of 17:09, 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.
Line 176:
Line 176:
t = [n<sub>r</sub>' * A<sub>p</sub>/f'*x] * ln[(d<sub>r</sub> + (A<sub>p</sub>/x)/A<sub>p</sub>/x]
t = [n<sub>r</sub>' * A<sub>p</sub>/f'*x] * ln[(d<sub>r</sub> + (A<sub>p</sub>/x)/A<sub>p</sub>/x]
{{Plainlist|1=Where:
{{Plainlist|1=Where:
*''n'' is the porosity of the
filter media
,
*''n
<sub>r</sub>'
'' is the
effective
porosity of the
storage reservoir fill material(s)
,
*''A<sub>p</sub>'' is the area of the practice (m<sup>2</sup>),
*''A<sub>p</sub>'' is the area of the practice (m<sup>2</sup>),
*''f''' is the design infiltration rate (mm/
hr
),
*''f''' is the design infiltration rate
of the native soil
(mm/
h
),
*''x'' is the perimeter of the practice (m), and
*''x'' is the perimeter of the practice (m), and
*''d<sub>
T
</sub>'' is the
total
depth of the
practice, including the surface ponding depth
(m).}}
*''d<sub>
r
</sub>'' is the depth of the
storage reservoir
(m).}}
===Groundwater mounding===
===Groundwater mounding===
Dean Young
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