Changes

Jump to navigation Jump to search
no edit summary
Line 71: Line 71:     
===Sizing and Modelling===
 
===Sizing and Modelling===
Bioretention facilities should be sized to accommodate runoff from approximately 10 to 20 times the footprint area of the facility. i.e. I/P ratio of 10 to 20.  
+
Bioretention facilities should be sized to accommodate runoff from approximately 10 to 20 times the footprint area of the facility. i.e. they should have an I/P ratio of 10 to 20.  
 
When the drainage area is too large, silt can accumulate very rapidly, overwhelm the [[pretreatment]] devices, and lead to clogging of the facility.  
 
When the drainage area is too large, silt can accumulate very rapidly, overwhelm the [[pretreatment]] devices, and lead to clogging of the facility.  
 
When the drainage area is relatively small compared to a bioretention facility, it can make the facility appear unreasonably costly.   
 
When the drainage area is relatively small compared to a bioretention facility, it can make the facility appear unreasonably costly.   
40

edits

Navigation menu