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Permeable pavements: Sizing
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Revision as of 18:04, 26 September 2018
7 bytes added
,
6 years ago
m
→To calculate the invert of the underdrain from the base of the reservoir
Line 18:
Line 18:
<math>d_{s, max}=\frac{f'\times t}{0.4}</math>
<math>d_{s, max}=\frac{f'\times t}{0.4}</math>
{{Plainlist|1=Where:
{{Plainlist|1=Where:
−
*''f''' = Design infiltration rate (mm/hr), and
+
*''f''' =
[[
Design infiltration rate
]]
(mm/hr), and
*''t'' = [[Drainage time]] (hrs), e.g. 96 hours, check local regulations for drainage time requirements.
*''t'' = [[Drainage time]] (hrs), e.g. 96 hours, check local regulations for drainage time requirements.
−
*''0.4'' = Void ratio of [[
reservoir gravel
|clear stone]]}}
+
*''0.4'' = Void ratio of [[
Reservoir aggregate
|clear stone]]}}
----
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Jenny Hill
8,255
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