Changes
Jump to navigation
Jump to search
← Older edit
Newer edit →
Permeable pavements: Sizing
(view source)
Revision as of 21:31, 10 December 2021
76 bytes added
,
2 years ago
no edit summary
Line 15:
Line 15:
*''A<sub>i</sub> = Impervious contributing drainage area (m<sup>2</sup>)
*''A<sub>i</sub> = Impervious contributing drainage area (m<sup>2</sup>)
*''A<sub>p</sub> = Permeable pavement area (m<sup>2</sup>)
*''A<sub>p</sub> = Permeable pavement area (m<sup>2</sup>)
*''f''' = [[Design infiltration rate]] of underlying native soil (m/hr)
*''f''' = [[Design infiltration rate]] of underlying native soil (m/hr
)
*''C'' = Runoff coefficient of impermeable pavement (e.g., 0.9 for asphalt
)
*''n'' = Porosity of the stone bed aggregate material (typically 0.4 for 50 mm dia. [[reservoir aggregate|clear stone]])}}
*''n'' = Porosity of the stone bed aggregate material (typically 0.4 for 50 mm dia. [[reservoir aggregate|clear stone]])}}
<br>
<br>
Dean Young
Bots
,
Bureaucrats
, developer,
Interface administrators
,
Administrators
,
Widget editors
1,559
edits
Navigation menu
Personal tools
English
Log in
Namespaces
Page
Discussion
Variants
expanded
collapsed
Views
Read
View source
View history
More
expanded
collapsed
Search
Navigation
Home
Table of contents
All pages
Recent changes
Responses to comments
Tools
Special pages
Printable version