Swales

Swales are linear, depressed channels that collect and transfer stormwater. They can be lined with grass or more densely vegetated and landscaped.

​Treatments and contaminants

Primary and secondary treatment includes:

  • physical screening of sedimentation (coarse and fine)

  • infiltration of stormwater into soils

Typical retained contaminants include:

  • gross pollutants

  • coarse sediments

  • some nutrient removal

How swales work

Swales can convey stormwater and screen and remove gross pollutants, such as litter and coarse sediment.

Swales initially immobilise pollutants by binding them to organic matter and soil particles, then remove them by settling, filtration and infiltration into the subsoil.

Certain pollutants, such as hydrocarbons, may be digested and processed by soil microorganisms in the filter strip. To optimise pollutant removal, swales need adequate contact time between the run-off and the vegetation and soil surface.

When to use swales

In urban areas, swales may be used as an alternative to:

  • conventional street nature strips

  • centre median strips of roads

  • run-off collection points in car park areas

In rural areas with enough space and slope, swales may be used with the sealing of rural roads to reduce negative impacts from increased stormwater run-off.

Advantages and limitations

Advantages of swales are that they:

  • reduce and delay stormwater run-off

  • retain particulate pollutants close to source

  • are more aesthetically appealing than kerb and gutter

  • are relatively inexpensive to build

Limitations of swales are that they:

  • have limited removal of fine sediment and dissolved pollutants

  • use more land area than kerb and gutter, and restrict certain activities like car parking

  • require a sunny aspect for plant growth, which limits their application in shaded areas

  • are only suitable for gentle slopes of less than 5% gradient

  • require regular inspections

Tips and advice

Infiltration and treatment performance can be improved by:

  • elevating the outlet slightly to facilitate detention and infiltration

  • using of gentle slopes

  • areas of slight depression

Check if dams can be used to retard and slow the flow along longer sloping sections.

For more information on the design of swales, refer to Chapter 8 'Swales and buffer strips' in the WSUD Engineering Procedures available for purchase from CSIRO Publishing.

WSUD Engineering Procedures - CSIRO Publishing

 

Last updated:
28 September 2017