Changes
Jump to navigation
Jump to search
← Older edit
Newer edit →
Curb cuts
(view source)
Revision as of 01:15, 29 September 2017
149 bytes added
,
7 years ago
no edit summary
Line 12:
Line 12:
<math>W_T=0.817\times(0.08)^{0.42}\times(0.02)^{0.3}\left (\frac{1}{0.013\times0.03}\right)^{0.6}=9.71\ m</math>
<math>W_T=0.817\times(0.08)^{0.42}\times(0.02)^{0.3}\left (\frac{1}{0.013\times0.03}\right)^{0.6}=9.71\ m</math>
The proportion of water entering the bioretention cell under these flow conditions would be::
<math>R_c=1-\left ( 1-\frac{3}{9.71} \right )^{1.8}</ma
==Curb cuts Gallery==
==Curb cuts Gallery==
Jenny Hill
Bureaucrats
,
Administrators
,
Widget editors
8,254
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