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|  | The equation for the depth of the stone bed is as follows:   |  | The equation for the depth of the stone bed is as follows:   | 
|  |  |  |  | 
| − | <math>d= \frac{[Q_c\times R + P - q\times T ]}{Vr}</math> | + | <math>d= \frac{[Q_c\times R + P - q'\times t ]}{V_{R}}</math> | 
|  | {{Plainlist|1=Where: |  | {{Plainlist|1=Where: | 
|  | *''d'' = Stone bed depth (m)   |  | *''d'' = Stone bed depth (m)   | 
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|  | *''R'' = A<sub>c</sub>/A<sub>p</sub>; the ratio of contributing drainage area (''A<sub>c</sub>'') to permeable paving area (''A<sub>p</sub>''). Note that the contributing drainage area (''A<sub>c</sub>'') should not contain pervious areas. |  | *''R'' = A<sub>c</sub>/A<sub>p</sub>; the ratio of contributing drainage area (''A<sub>c</sub>'') to permeable paving area (''A<sub>p</sub>''). Note that the contributing drainage area (''A<sub>c</sub>'') should not contain pervious areas. | 
|  | *''P'' = Rainfall depth (m)   |  | *''P'' = Rainfall depth (m)   | 
| − | *''q'' = Infiltration rate for native soils (m/day)   | + | *''q''' = Infiltration rate for native soils (m/day)   | 
| − | *''T'' = Time to fill stone bed (typically 2 hr) | + | *''t'' = Time to fill stone bed (typically 2 hr)   | 
| − | *''Vr'' = Void ratio for stone bed (typically 0.35 for 50 mm dia. stone)}} | + | *''V<sub>R</sub>'' = Void ratio for stone bed (typically 0.35 for 50 mm dia. stone)}}   | 
|  | ---- |  | ---- | 
|  | For designs that include an underdrain, the maximum depth of the stone reservoir below the invert of the underdrain pipe can be calculated as follows:   |  | For designs that include an underdrain, the maximum depth of the stone reservoir below the invert of the underdrain pipe can be calculated as follows:   | 
| − | <math>dr_{max} = \frac{q \times t}{Vr}</math> | + | <math>d_{max} = \frac{q' \times t}{Vr}</math>   | 
|  | {{Plainlist|1=Where: |  | {{Plainlist|1=Where: | 
| − | *''dr<sub>max</sub>'' =Maximum stone reservoir depth (m) | + | *''d<sub>max</sub>'' = Stone reservoir depth (m)   | 
| − | *''q'' = Infiltration rate for native soils (m/hr) | + | *''q''' = Infiltration coefficient for native soils (m/hr)   | 
| − | *''Vr'' = Void space ratio for aggregate used (typically 0.35 for 50 mm clear stone) | + | *''V<sub>R</sub>'' = Void space ratio for aggregate used (typically 0.35 for 50 mm clear stone)   | 
|  | *''t'' = Time to drain (design for 48 hour time to drain is recommended)}}   |  | *''t'' = Time to drain (design for 48 hour time to drain is recommended)}}   | 
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