| Line 6: | Line 6: | 
|  | |- |  | |- | 
|  | |width = 210px|Berm height (mm) |  | |width = 210px|Berm height (mm) | 
| − | |Sometimes referred to as the bowl depth or ponding depth (e.g. 300 mm) | + | |Ponding depth, maximum (e.g. 300 mm), sometimes referred to as 'bowl depth' | 
|  | |- |  | |- | 
|  | |Surface roughness (Manning’s n) |  | |Surface roughness (Manning’s n) | 
| Line 23: | Line 23: | 
|  | |Depth of filter media |  | |Depth of filter media | 
|  | |- |  | |- | 
| − | |Porosity (fraction) | + | |Porosity of filter media | 
| − | |Suggest [[Bioretention media storage|0.4]] unless otherwise tested | + | |Suggest [[Bioretention media storage|0.35]] unless otherwise tested | 
|  | |- |  | |- | 
|  | |Field capacity (fraction) |  | |Field capacity (fraction) | 
| Line 32: | Line 32: | 
|  | |Suggested value 0.03 <ref name = SWMM/> |  | |Suggested value 0.03 <ref name = SWMM/> | 
|  | |- |  | |- | 
| − | |Conductivity (mm/hr) | + | |Hydraulic conductivity (mm/hr) | 
|  | |Suggested range 25 – 250 mm/hr |  | |Suggested range 25 – 250 mm/hr | 
|  | |- |  | |- | 
| Line 46: | Line 46: | 
|  | |Depth of storage aggregates layer |  | |Depth of storage aggregates layer | 
|  | |- |  | |- | 
| − | |Void ratio | + | |Porosity of storage reservoir aggregate | 
|  | |Suggest value 0.4 unless otherwise tested |  | |Suggest value 0.4 unless otherwise tested | 
|  | |- |  | |- | 
| Line 55: | Line 55: | 
|  | |Maybe up to 0.5 to account for some anticipated maturation.   |  | |Maybe up to 0.5 to account for some anticipated maturation.   | 
|  | |- |  | |- | 
| − | |Design drawdown time (hrs) | + | |Design [[drainage time]] (hrs) | 
| − | |Also known as '[[drainage time]]' | + | |Maximum permissible time to fully drain the storage reservoir. | 
|  | |- |  | |- | 
|  | !colspan = "2" align = center"|'''Drain (underdrain)''' |  | !colspan = "2" align = center"|'''Drain (underdrain)''' |