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| ==Design== | | ==Design== |
| {| class="wikitable" | | {| class="wikitable" |
| | |+Design parameters for free-water surface flow wetlands <ref>Toronto and Region Conservation Authority (TRCA), and CH2M Hill Canada. 2018. Inspection and Maintenance Guide for Stormwater Management Ponds and Constructed Wetlands (T van Seters, L Rocha, and K Delidjakovva, Eds.).</ref> |
| !Element | | !Element |
| !Design Objective | | !Design Objective |
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| |- | | |- |
| |Drainage Area | | |Drainage Area |
| |Sustaining vegetation, volumetric turnover | | |Sustaining [[Plants|vegetation]], volumetric turnover |
| |style="text-align: left|5 Ha (≥10 Ha preferred) | | |style="text-align: left|5 Ha (≥10 Ha preferred) |
| |- | | |- |
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| |Active Storage | | |Active Storage |
| |Detention | | |Detention |
| |style="text-align: left|Suspended solids settling 24 hrs (12 hrs if in conflict with min. orifice size) | | |style="text-align: left|[[Total Suspended solids|Suspended solids]] settling 24 hrs (12 hrs if in conflict with min. orifice size) |
| |- | | |- |
| |Forebay | | |Forebay |
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| #Forebay: minimum 2:1 | | #Forebay: minimum 2:1 |
| |- | | |- |
| |Permanent Pool Depth | | |Permanent pool depth |
| |Vegetation requirements, rapid settling | | |Vegetation requirements, rapid settling |
| |style="text-align: left|The average permanent pool depth should range from 150 mm to 300 mm | | |style="text-align: left|The average permanent pool depth should range from 150 mm to 300 mm |
| |- | | |- |
| |Active Storage Depth | | |Active storage depth |
| |Storage/flow control, sustaining vegetation | | |Storage/flow control, sustaining vegetation |
| |style="text-align: left|Maximum 1.0 m for storms < 10 year event | | |style="text-align: left|Maximum 1.0 m for storms < 10 year event |
| |- | | |- |
| |Side Slopes | | |Side slopes (See also [[berms]]) |
| |Safety | | |Safety |
| |style="text-align: left| | | |style="text-align: left| |
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| #If submerged, obvert 150 mm below expected maximum ice depth | | #If submerged, obvert 150 mm below expected maximum ice depth |
| |- | | |- |
| |Outlet | | |Outlet (See also [[flow control]]) |
| |Avoid clogging/freezing | | |Avoid clogging/freezing |
| |style="text-align: left| | | |style="text-align: left| |
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| #Preferred pipe slope: >1%; | | #Preferred pipe slope: >1%; |
| #If orifice control used, 75mm diameter minimum; | | #If orifice control used, 75mm diameter minimum; |
| #Minimum 100mm orifice preferable | | #Minimum 100mm orifice preferable |
| |- | | |- |
| |Maintenance Access | | |Maintenance access |
| |Access for backhoes or dredging equipment | | |Access for backhoes or dredging equipment |
| |style="text-align: left| | | |style="text-align: left| |