1,559
edits
Changes
Jump to navigation
Jump to search
Line 60:
Line 60:
→To calculate the required storage reservoir depth where the area of the facility is constrained (1D drainage)
In some very constrained sites, the surface area of the practice may be limited, in this case the required active storage reservoir depth, d<sub>r</sub> of the bioretention cell or infiltration trench can be calculated.
In some very constrained sites, the surface area of the practice may be limited, in this case the required active storage reservoir depth, d<sub>r</sub> of the bioretention cell or infiltration trench can be calculated.
Note that in most cases the results of this calculation will be very similar to those from the equation below assuming 3 dimensional drainage.
Note that in most cases the results of this calculation will be very similar to those from the equation below assuming 3 dimensional drainage.
:<math>dr=\frac{D\left[\left( \frac{Ai}{Ap} \right )i-f' \right]}{n}</math>
:<math>d{r}=\frac{D\left[\left( \frac{Ai}{Ap} \right )i-f' \right]}{n}</math>
==To calculate the require facility area or footprint where the depth is constrained (1D drainage)==
==To calculate the require facility area or footprint where the depth is constrained (1D drainage)==