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| − | ==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: |
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| | *''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. |
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| | + | ==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.}} |
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