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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|
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