IRRIGATION AUSTRALIA WEBSITE Channel Seepage Management Tool

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Seepage risk, potential

Identification & measurement

Remediation

Approach

1 Identify & quantify
2 Determine objectives
3 Collect & evaluate info
4 Review objectives
5 Determine criteria
6 Select techniques
7 Consider options
8 Cost estimates
9 Decision to pursue
10 Economic analysis
11 Prioritise techniques
12 Select technique
13 Undertake works
14 Maintenance program
15 Monitor effectiveness

Techniques

Remediation costs, benefits

Prioritisation of works

Project review

Case studies

Downloads

Glossary

References

1 Identify and quantify the seepage problem

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Seepage mechanisms
Impact of seepage
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IAL has investigated and documented techniques for identifying, quantifying and monitoring channel seepage. A six-step process for planning, implementation and evaluation of a channel seepage and measurement investigation is proposed (Recommended approach and techniques). Procedures are recommended for measurement of seepage on both local and intermediate to large scale.

See Identification and measurement for information about determining the rate of seepage for a particular site, following initial identification by inspection, information from landowners, or apparent water losses. Quantification of a seepage problem by the way of a seepage rate (L/m2/day) is required to determine the extent of the seepage problem and potential benefits of remediation works.

Seepage mechanisms

Seepage assessment should include an appraisal of the dominant seepage mechanism occurring at the site. Seepage mechanisms from earthen channels can be predominantly horizontal or vertical, or a combination of the two. The dominant mechanism at a site will affect the rate of seepage, the impact and the most appropriate remediation approach. For predominantly horizontal seepage, remediation using cut-off walls, core trenches or bank lining may be all that is needed. This can be considerably cheaper than lining the entire wetted perimeter of the channel. Vertical seepage or a combination of horizontal and vertical seepage may require works in the channel bed only, or may require full treatment of the wetted perimeter.

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Page last reviewed on 7/3/04