Functional design

The functional design stage contains the next level of detail following the approved concept design.

It involves designing all functional elements of the system, including:

  • calculations for levels and pipe sizes of all inlet and outlet structures

  • modelling for hydrology, hydraulics and water quality

  • design refinement to account for detailed information such as the survey

It's important to have a project hold point at the functional design stage, so that the modelling assumptions and designed water depths can be checked.

Design objectives

The functional design usually includes the following objectives:

  • pollutant removal

  • community safety

  • maintenance and operational access and safety

  • cost-effective asset management

Functional design package

A functional design package consists of calculations, models and drawings, and demonstrates that the treatment system will:

  • achieve pollutant reductions

  • meet safety requirements

  • be feasible and practical to construct

  • allow cost-effective maintenance

Submission requirements

Developers designing wetlands that will be handed over to Melbourne Water for operation and maintenance must use the Constructed Wetlands Design Manual.

The functional design package must contain all relevant elements of the concept design as well as the following requirements. Depending on the scale and type of treatment, some or all of these may be relevant for the design and required by the approving authority.

These requirements can also be used or adapted by councils to prepare a brief for a project tender or a list of requirements for a development application or planning permit.

​Requirement ​Details

​A statement listing:

  • any parts or behaviour of the design that do not conform with relevant authority requirements
  • justification for how the proposed alternative approach achieves similar or better outcomes
  • ​pollutant reductions comply with current urban stormwater best practice environmental management guidelines
  • safety outcomes
  • maintenance costs
  • sustainability and robustness
​Functional design report that is technically reviewed and undersigned by the designer

​This report should identify:

  1. Major changes made since the concept design phase
  2. Design flow rates, water levels and flow velocities for relevant design events and key treatment elements as well as assumptions and methods including catchment details
  3. Function of inlets, outlets, overflows and bypasses and how extended detention will be controlled
  4. Hydrologic and hydraulic modelling (where applicable) including key model inputs and justification for design and parameterisation in accordance with relevant modelling guidelines
  5. Description of design to support maintenance including access and sediment dewatering
  6. Design response and findings of geotechnical testing with full report as an appendix
  7. Summary of relevant consultation
​Copies of relevant hydrologic, hydraulic and water quality models ​RORB, HEC-RAS and MUSIC
​Overall plan drawings
  1. ​Scale plans showing proposed surface levels (usually in m AHD) within and surrounding the stormwater treatment. The plans must indicate:
    • top of extended detention depth
    • normal water level
    • edge of each planting zone
    • maintenance access tracks
    • sediment dewatering areas
    • existing and proposed services based on physical site proving or detection
  2. Indicative long sections showing planting zones, topsoil, liner, media and drainage layers, peak design event water levels, outlet and bypasses and the location and depth of any underground services.
  3. Landscape concept plans for surrounding areas where relevant
  4. Plan of maintenance responsibility boundaries and who is responsible for maintaining what parts
  5. Geo-referenced GIS (MapInfo) layers showing catchment boundary for each element
​Letters from any other parties agreeing to be responsible for identified maintenance
​Works cost estimate ​Clearly itemised items to be funded by each party

Assessing functional design

When reviewing a design, check that all of the design objectives have been met. Checklists are available to help you assess the functional design of a WSUD treatment:

Case studies and checklists

Common mistakes and issues 

Drawings

  • wetland open water greater than 20% of surface area

  • batters too steep, not in accordance with safety requirements

  • overflow weirs not considered

  • stormwater inlets at the downstream end of the wetland, leading to little or no treatment

  • no transition layer in raingardens

  • geotextile used to separate raingarden layers

  • raingarden underdrain pipes perforated or with filter sock

  • raingarden underdrain spacing too far apart

  • raingarden filter depth too shallow

Calculations

  • calculation that there is no velocity in a wetland or sediment pond, or no knowledge how to calculate it

  • no knowledge about plant inundation frequency requirements

  • incorrect sediment pond sizing. Sediment pond size should be calculated in accordance with the WSUD Engineering Procedures manual rather than in MUSIC

  • unrealistic hydraulic efficiency (λ) value used for sediment pond or wetland shape

  • sediment pond depth below the permanent pool level to top of accumulated sediment (d*) set to zero. d* must be 0.5m below normal water level

  • oversizing of sediment ponds to reduce wetland or raingarden size

  • no sediment dryout area considered

  • no consideration for high velocities exiting pipes into sediment ponds

  • overflow weirs not considered or sized

MUSIC

  • use of separate sediment pond node in MUSIC, even though same NWL as macrophyte zone

  • average permanent pool too deep

  • use of unjustified infiltration rates for sediment ponds and wetlands (= most water being lost through infiltration rather than being treated)

  • use of Brisbane rainfall runoff parameters instead of Melbourne

  • unrealistic fraction impervious for the catchment

  • unrealistic wetland CSTR parameter

  • wetland notional detention time less than 72 hours

  • waterways modelled as swales

  • proprietary gross pollutant trap products modelled to remove nutrients

  • overflow weir widths not as per drawings

  • claiming ponds or lakes as treatment systems

 

Last updated:
28 September 2017