Wetlands
Overview[edit]
Constructed wetlands are similar to SWM ponds in function and design, with the most significant difference being that they are designed to incorporate shallow zones for wetland plants. A facility is normally characterized as a wetland if shallow zones (<0.5 m deep) make up more than 70 % of its volume.
Wetlands are an ideal technology for:
- Text A
- Text B
Planning considerations[edit]
Free-water surface flow | Horizontal sub-surface flow | Vertical sub-surface flow |
---|---|---|
Pros
|
Pros
|
Pros
|
Cons
|
Cons
|
Cons
|
Design[edit]
Element | Design Objective | Criteria |
---|---|---|
Drainage Area | Sustaining vegetation, volumetric turnover | 5 Ha (≥10 Ha preferred) |
Treatment Volume | Provision of appropriate level of protection (Table 3.2) | See Table 3.2 |
Active Storage | Detention | Suspended solids settling 24 hrs (12 hrs if in conflict with min. orifice size) |
Forebay | Pre-treatment |
|
Length-to-Width Ratio | Maximize flow path and minimize short-circuiting potential |
|
Permanent pool depth | Vegetation requirements, rapid settling | The average permanent pool depth should range from 150 mm to 300 mm |
Active storage depth | Storage/flow control, sustaining vegetation | Maximum 1.0 m for storms < 10 year event |
Side slopes (See also berms) | Safety |
|
Inlet | Avoid clogging/freezing |
|
Outlet (See also flow control) | Avoid clogging/freezing |
8Minimum 100 mm orifice preferable |
Maintenance access | Access for backhoes or dredging equipment |
|
Buffer | Safety | Minimum 7.5 m above maximum water quality/erosion control water level |
Performance[edit]
Relative to a wet pond, a constructed wetland may offer added pollutant removal benefits due to enhanced biological uptake and the filtration effects of the vegetation.
STEP (under previous name SWAMP) conducted their own research into the performance of stormwater wetlands, the project page and report can be viewed here.
Modeling[edit]
SubWet 2.0 is a modeling tool for subsurface flow wetlands (both 100% constructed and naturalized/adapted). It can be used to simulate removal of nitrogen (including nitrogen in ammonia, nitrate and organic matter), phosphorus and BOD5 in mg/l and the corresponding removal efficiencies (in %). Although the model has been calibrated already with data from cold and warm climates, users can further calibrate and validate it using local data observations.
Gallery[edit]
Emergent wetland vegetation supported by stormwater runoff at Kino Environmental Restoration Project. Photo by Matthew Grabau, US Fish and Wildlife Service
Azalea Park, Charlottesville VA - "This side of the park, formerly located along a runoff channel that led into Moore's Creek, has been converted into a wetland which supports a surprising amount of insect and amphibian life." -Credit and Photo: Scott Clark (certhia on Flickr).
Construction[edit]
See also[edit]
External links[edit]
Ontario's wetland conservation strategy Kennedy, G., and T. Mayer. 2002. Natural and Constructed Wetlands in Canada: An Overview. Water Qual. Res. J. Canada 37(2): 295–325. doi: 10.2166/wqrj.2002.020. https://www.epa.gov/sites/production/files/2015-10/documents/constructed-wetlands-handbook.pdf
- ↑ Grant, N., M. Moodie, and C. Weedon. 2000. Sewage Treatment Solutions. p. 35–67. In Sewage Solutions: Answering the Call of Nature. Centre for Alternative Technology Publications.
- ↑ 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.).