Line 42: |
Line 42: |
| | | |
| | | |
− | ==Determine maximum overall depth== | + | ==Calculate the maximum overall depth== |
| *Step 1. Determine what the planting needs are and assign appropriate depth of media. | | *Step 1. Determine what the planting needs are and assign appropriate depth of media. |
− | *Step 2. Determine what the pipe diameter needs to be and assign appropriate depth of reservoir. | + | *Step 2. Decide on the underdrain pipe diameter. |
− | *Step 3. Determine maximum possible storage reservoir depth (''d<sub>S</sub>''): | + | *Step 3. Determine maximum possible storage reservoir depth beneath the pipe (''d<sub>S</sub>''): |
| <math>d_{S}=f'\times38.4</math> | | <math>d_{S}=f'\times38.4</math> |
| {{Plainlist|1=Where: | | {{Plainlist|1=Where: |
Line 57: |
Line 57: |
| *''f''' = Design infiltration rate in mm/hr, and | | *''f''' = Design infiltration rate in mm/hr, and |
| *19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}} | | *19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}} |
| + | * Step 5. Sum total depth of bioretention and compare to available space above water table and bedrock. Adjust if necesary. |
| + | |
| + | ==Calculate the 1 dimensional water storage capacity== |
| + | * Step 6. Multiply the depth of each separate component by the void ratio and then sum the total. |
| + | ==Calculate the required total storage capacity== |
| + | <math>Storage=RVC_T\times Catchment area\times0.95</math> |
| + | {{Plainlist|1=Where: |
| + | *''f''' = Design infiltration rate in mm/hr, and |
| + | *19.2 comes from multiplying desired drainage time of 48 hours by void ratio of 0.4. Note that conceptually the drainage of the ponded area is limited by ex-filtration at the base of the practice.}} |
| + | |
| | | |
| ---- | | ---- |