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Landcom Book 4 Maintenance - WSUD

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Water Sensitive Urban Design<br />

6.2 Construction Tolerances<br />

The distribution of<br />

flow within a <strong>WSUD</strong><br />

element affects<br />

the treatment<br />

efficiency.<br />

Important to the design of bioretention<br />

basins, constructed wetlands, and<br />

sedimentation basins/ponds is the<br />

hydraulic function of the system (that is,<br />

how water is delivered from one part of a<br />

system to another) and the distribution of<br />

flow within the system. The distribution of<br />

flow within a <strong>WSUD</strong> element affects the<br />

treatment efficiency. Poor distribution of<br />

flow and the creation of localised water<br />

pools can also cause adverse affects such<br />

as mosquito breeding.<br />

The <strong>WSUD</strong> Technical Design Guidelines<br />

for South-East Queensland (SEQ)<br />

(Moreton Bay Waterways and Catchments<br />

Partnership, 2006) identifies key<br />

construction tolerances for typical <strong>WSUD</strong><br />

elements as related to system hydraulics<br />

or flow distribution. The revised technical<br />

guidelines for bioretention systems and<br />

constructed wetlands produced through<br />

Water by Design (2009) have seen the<br />

relaxing of these tolerances. A summary<br />

of the tolerances stipulated in the revised<br />

Water by Design documentation are given<br />

in the following table. The tolerances for<br />

sedimentation basins and ponds have<br />

also been updated to ensure consistency<br />

between similar design elements (for<br />

example, hydraulic structures).<br />

Further details on construction details can<br />

be found in the <strong>WSUD</strong> Technical Design<br />

Guidelines for South-East Queensland,<br />

which can be downloaded online<br />

from the Healthy Waterways website<br />

http://www/waterbydesign.com.<br />

CONSTRUCTION TOLERANCES<br />

Bioretention Basins Constructed Wetlands Sedimentation basins / ponds<br />

Profiling of base<br />

(+50 mm)<br />

Profiling of surface grades<br />

(i.e. drainage, transition and<br />

filter layer)<br />

(+25mm)<br />

Relative levels of flow<br />

control structures*<br />

(+25 mm)<br />

Bathymetry of macrophyte<br />

zone topsoil levels<br />

(+50 mm)<br />

Relative levels of flow control<br />

structures<br />

(+25 mm)<br />

Bathymetry of basin<br />

(+50 mm)<br />

Relative levels of hydraulic<br />

structures<br />

(+25 mm)<br />

Surface levels<br />

(+50 mm)<br />

Minimum slope of drainage<br />

system<br />

(0.5 %)<br />

* NOTE: Control structures are described as inlet connections, bypass weir and outlet structures<br />

46 <strong>Book</strong> 4 | MAINTENANCE

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