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Treatment wetlands

Treatment wetlands — Construction and operation

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Approvals

Approvals may apply to the construction of a treatment system. Contact your local government before any construction is undertaken to understand requirements.

For example:

  • Treatment wetlands should be located away from natural wetlands and existing native vegetation and should not affect the hydrology of these natural features. If there is existing vegetation that needs to be removed for the construction of the wetland, approvals may be required.
  • High impact earthworks within the vicinity of an area mapped as a wetland protection area may trigger an approval process.
  • As treatment wetlands can capture stormwater run-off, approvals may be required for taking overland flow.
  • Prior to construction, check for any existing infrastructure by contacting electricity, water and telecommunication providers.

It is also recommended that local Traditional Owners are engaged to ensure no sites or items of cultural significance are disturbed during excavation.

Engineering advice should be sought prior to construction to ensure the treatment system is sized and sited appropriately, considering soil suitability, groundwater and local hydrology. Public health and safety should also be considered.

Construction

Treatment wetlands often require considerable and potentially detailed earthworks to create the required bathymetry for the sediment basin and treatment wetland. An engineer with experience in treatment wetlands should be engaged to provide technical advice on the earthworks required to achieve the specific design requirements. Inlet and outlet structures will need to be installed and the levels checked to ensure the hydrology of the treatment wetland functions as designed.

Figure 9 Building levees within a treatment wetland to increase the detention time. Photo by Queensland Government

Earthworks should occur during the dry season to minimise the risk of sediment loss. Drainage should bypass the construction site until construction is complete and then be controlled to minimise erosion of the bare soil.

Some wetlands may need a compacted clay base to prevent losses to groundwater.

Topsoil should be stripped, stockpiled, and replaced as a growing media in the macrophyte zone.

Establishment

Treatment wetlands require large numbers of new plants, primarily reeds and sedges for the macrophyte zone. These can be costly and must be budgeted upfront as dense macrophytes are critical to the effective treatment of water. Plants should be sourced as early as possible at the start of the project to ensure availability (preferably with local provenance).

Local guidelines for plant selections should be used where available. Wetland plant guides are available for the Wet Tropics, Burdekin and Mackay Whitsundays regions (See Plant Guides). Natural vegetated systems such as waterways, wetlands and riparian zones can be used as a regional reference from which to create a list of suitable species. Alternatively, locally occurring species can be encouraged to establish in the new treatment wetland, particularly if earthworks were not extensive and vegetation was retained on site (i.e. wetland was created through hydrological modifications). If seed can be obtained, it may be more cost-effective to establish vegetation via seeding.

Before planting soil testing should be completed to ensure suitability for plant growth. Vegetation should ideally be planted in bands of the same species running across/perpendicular to the water flow to promote uniform water flow through the macrophyte zone (Figure 10).

 

Figure 10 Macrophyte zone in a treatment wetland in an urban setting, note vegetation planted in bands. This may be difficult to achieve in an agricultural area due to cost and difficulty obtaining a diversity of wetland plant species. An alternative is the figure below where existing wetland plants are allowed to dominate. Photo by EDAW AECOM BMT WBM (2009)
Figure 11 <i>Typha sp.</i> was already present at this treatment wetland site and was used instead of planting new species, to minimise maintenance and cost. Photo by Queensland Government

 

Planting should be timed to allow for adequate establishment/root growth before the wet season. Planting early in the year (April– May) means you can take advantage of available soil moisture. Some irrigation may be required to help with establishment.

Some treatment wetland trials in Queensland have had poor macrophyte establishment, due to water birds pulling out seedlings and/or the young plants being drowned out due to inability to regulate water levels during the early stages of the wetland. The most important preventative measure for managing bird impact, is to achieve rapid vegetation cover so that any bird damage is offset by new vegetation growth. Direct seeding of a cover crop through the macrophyte zone is an effective way to limit predation. Suitable cover crop species include Juncus spp, Cyperus spp, Philydrum lanuginosum and sterile pasture grasses (rye, millet). Water levels may need to be managed during plant establishment. As a general guide, the water depth should not exceed half the average plant height for more than 20% of the time (Figure 7)[5]. The water levels can be controlled by closing the inlet and bypassing additional flows around the wetland or draining the wetland via the outlet (depending on the design).

Comprehensive guidance on the establishment and management of vegetated stormwater systems, including wetlands, is provided in the guideline, Construction and Establishment Guidelines: Swales, Bioretention Systems and Wetlands, Version 1.1, April 2010[4].

It will take between two months to one year for a treatment wetland to reach efficient and relatively consistent nitrogen removal performance[3][1]. This will depend on plant establishment.

Macrophytes with dense stems such as <i>Schoenoplectus mucronatus</i> pictured, are an essential component of treatment wetlands. Photo by Queensland Government

Operation

Once established there are minimal requirements for operating the wetland beyond potentially adjusting the wetland outlet to limit inundation periods during the wet season and retaining water during the dry season.

Maintenance

Maintaining healthy vegetation and even water flow in a treatment wetland are the key maintenance objectives.
The most intensive period of maintenance is during the plant establishment period in the first two years when weed removal and replanting may be required to ensure sufficient vegetation density.
Typical maintenance of treatment wetlands will involve:

  • Irrigating the vegetation during dry periods to maximise establishment success.
  • Removing weeds before they set seed and spread is of critical importance. The use of selective herbicide is recommended to avoid killing the wetland vegetation. The type of herbicide needs to be approved for use in aquatic areas.
  • Draining and de-silting the sediment basin when capacity is less than 0.5m or when sediment has filled up half the capacity of the basin. If in-block best management practices are adopted and the sediment basin is appropriately sized, this de-silting should be infrequent  (e.g. every 5 years)[5]. Removed sediments should be placed in a location where it can de-water away from drainage lines and natural waterways (ideally upstream of the sediment basin so flows can drain back into it). Once sediments are dried, they should be removed and can be used back in the blocks.
  • Repairing any erosion, especially if it has created isolated pools in the batters.
  • Removing blockages and repairing erosion at inlets and outlets.
  • Replacing plants that have died with plants of equivalent size and species.
  • If phosphorous removal is a key objective of the wetland, some vegetation biomass removal or sediment removal may be required to increase permanent phosphorous removal or minimise its release[6].

Monitoring

Once established, treatment wetlands should be inspected every six months or after every major rain event to identify:

  • damage to vegetation
  • weeds or pests
  • scouring or erosion
  • formation of any islands of sediments or debris which may influence water flow
  • litter and debris build up
  • damage to or blockages in inlet and outlet structures.

Monitoring the treatment effectiveness of treatment wetlands is recommended to assess the wetland is performing as designed. Monitoring requires collecting water samples at the inlet and outlet of the wetland. This will estimate the percentage sediment or nutrient reduction. The residence time of the wetland should inform when inlet and outlet samples are collected, so that the same 'plug' of water is sampled. It is essential to monitor water flow at the site at the time of sampling to calculate load reduction. If possible, automated sampling to collect multiple samples over the duration of the runoff event is ideal, albeit costly.

Further guidance on designing and implementing a monitoring program for treatment wetlands is proposed and will be added to this site when finalised.

Lifespan/replacement

Sediment and organic matter may accumulate in the treatment wetland over time reducing the depth and creating uneven bathymetry. Similarly, soils in treatment wetlands can become 'saturated' with phosphorous, so that their effectiveness in removing phosphorous diminishes with time[1].  With correct wetland design, construction and maintenance, together with farm best management practice, an effective life of at least 30-50 years can be assumed[2]. This will also minimise costly earthworks, with significant clean-out limited to the sediment basin.

Disclaimer

In addition to the standard disclaimer located at the bottom of the page, please note the content presented is based on published knowledge of treatment systems. Many of the treatment systems described have not been trialled in different regions or land uses in Queensland. The information will be updated as new trials are conducted and monitored. If you have any additional information on treatment systems or suggestions for additional technologies please contact us using the feedback link at the bottom of this page.


References

  1. ^ a b Kadlec, RH, Knight, RL, Vymazal, J, Brix, H, Cooper, P & Harberl, R (2000), Constructed Wetlands for Pollution Control: Processes, Performance, Design and Operation, International Water Association, London.
  2. ^ Kadlec, RH & Wallace, SD (2009), Treatment wetlands, p. 1016, CRC Press, Boca Raton, FL.
  3. ^ Lin, YF, Jing, SR, Lee, DY & Wang, TW (2002), 'Nutrient removal from aquaculture wastewater using a constructed wetlands system', Aquaculture. [online], vol. 209, no. 1-4, pp. 169-184. Available at: http://www.sciencedirect.com/science/article/B6T4D-463FWM6-D/2/1695e1100fd4424af982b26e973549e4.
  4. ^ Water by Design (2010), Construction and Establishment Guidelines: Swales, Bioretention Systems and Wetlands, South East Queensland Healthy Waterways Partnership, Brisbane.
  5. ^ a b Water by Design (2017), Wetland Technical Design Guideline. [online], Water by Design, Brisbane. Available at: https://waterbydesign.com.au/.
  6. ^ Wetland Technology: Practical Information on the Design and Application of Treatment Wetlands (2020), IWA Publishing, eds. G Langergraber, G Dotro, J Nivala, A Rizzo & O R Stein [Accessed 27 May 2022].

Last updated: 28 April 2022

This page should be cited as:

Department of Environment, Science and Innovation, Queensland (2022) Treatment wetlands — Construction and operation, WetlandInfo website, accessed 1 February 2024. Available at: https://wetlandinfo.des.qld.gov.au/wetlands/management/treatment-systems/for-agriculture/treatment-sys-nav-page/constructed-wetlands/construction-operation.html

Queensland Government
WetlandInfo   —   Department of Environment, Science and Innovation