Line 22: |
Line 22: |
| #The ''maximum'' total depth will be limited by construction practices i.e. usually ≤ 2 m. | | #The ''maximum'' total depth will be limited by construction practices i.e. usually ≤ 2 m. |
| #The ''maximum'' total depth may be limited by the [[Infiltration| conditions underground]] (e.g. the groundwater or underlying geology/infrastructure). | | #The ''maximum'' total depth may be limited by the [[Infiltration| conditions underground]] (e.g. the groundwater or underlying geology/infrastructure). |
− | #The ''maximum'' total depth may be limited by the need to support vegetation on top of it (e.g. at least 30 cm of planting soil fill above the BMP to support grasses) | + | #The ''maximum'' total depth may be limited by the need to support vegetation cover over it (e.g. at least 30 cm of planting soil backfill over the BMP to support grasses) |
| #[[Green roofs]], [[absorbent landscapes]] and [[permeable paving]] often receive very little flow from other surfaces, so that the I/P ratio is typically between 0 and 2. | | #[[Green roofs]], [[absorbent landscapes]] and [[permeable paving]] often receive very little flow from other surfaces, so that the I/P ratio is typically between 0 and 2. |
| #[[Infiltration trenches]], [[Infiltration chambers| chambers]] and [[bioretention]] have a maximum recommended I/P ratio of 20. | | #[[Infiltration trenches]], [[Infiltration chambers| chambers]] and [[bioretention]] have a maximum recommended I/P ratio of 20. |
Line 33: |
Line 33: |
| !style="background: darkcyan; color: white"|Parameter | | !style="background: darkcyan; color: white"|Parameter |
| |- | | |- |
− | |''D''||hrs||Duration of design storm (for MOECC volume based calculations set to 1) | + | |''D''||hrs||Duration of design storm (for MECP volume based calculations set to 1) |
| |- | | |- |
− | |''i''||mm/hr||Intensity of design storm (for MOECC volume based calculations use whole storm depth (link to map)) | + | |''i''||mm/hr||Intensity of design storm (for MECP volume based calculations use whole storm depth (link to map)) |
| |- | | |- |
| |''f'''||mm/hr||Design infiltration rate of the underlying native soil, calculated from measured [[Infiltration: Testing| infiltration rate]] and applied [[Infiltration|safety factor]] | | |''f'''||mm/hr||Design infiltration rate of the underlying native soil, calculated from measured [[Infiltration: Testing| infiltration rate]] and applied [[Infiltration|safety factor]] |