IRRIGATION AUSTRALIA WEBSITE Channel Seepage Management Tool

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Seepage risk, potential

Identification & measurement

General issues

Recom. approach &
techniques

1 Define objectives

2 Collate site data

3 Evaluate site data

4 Select techniques

5 Implement
techniques

6 Interpret results

Techniques

Remediation

Remediation costs, benefits

Prioritisation of works

Project review

Case studies

Downloads

Glossary

References

6 Interpret results

On this page go to
Purpose
Inputs
Description of activity
Responsibility/decision makers
Output
Local-scale recommendations
Intermediate to large-scale recommendations
Related pages

Purpose

To determine whether and how seepage measurements can be used to achieve the seepage management objective.

Inputs

Seepage rate estimates, maps from measurement techniques, management objectives.

Description

Evaluation of the results covers:
  • Assessment of accuracy
  • Comparison with expected results inferred from site condition assessment of existing data (e.g. groundwater monitoring data)
Responsibility/decision makers Top button

This task is a combined project manager/officer level task, with conclusions and recommendations reviewed by management.

Output Top button

Outputs that can be obtained include:
  • Assessment of whether management objectives have been met
  • Identification of priority locations for remediation
  • Development of work plans
  • Planning of future directions
Local-scale recommendations
[Up to approximately 400m in length]
Top button

A local-scale investigation may suit an immediate purpose of being seen to take some action at a particular location and provide some site-specific management data. However, care must be taken in extrapolating from information obtained at specific sites using techniques that only provide spatially limited data (e.g. point measurement).

An important part of the evaluation stage for local scale investigations is assessment of whether the density of data (for point measurement and groundwater bores) is sufficient to accurately define seepage along the section. Assessment of the accuracy of the results from point measurement and groundwater bores will dependent on the variability in the results. For a short section of channel it is presumed that there will be minimal variation in channel and hydraulic properties and therefore a reasonable degree of uniformity can be expected in the results. [If within the section there is significant variability (eg, in soil type or silt layer thickness) then evaluation will need to allow for this]. Therefore there should be some assessment of the uniformity of the results and some type of statistical analysis is likely to be helpful here. Determining whether the results provide a sufficient level of accuracy will require assessment compared to the original objectives of the investigation. If the results are deemed not sufficiently accurate, additional point measurement may be required. If the results are deemed extremely unsuitable (eg, seepage rate is not close to what is considered a reasonable number) a new technique may need to be considered.

Intermediate to large-scale recommendations
[Hundreds of metres to tens of kilometres in length]
Top button

The final aspect of seepage measurement and assessment is to review the actual distribution and rate of seepage measured and inferred from the tests at the various scales. The review needs to determine whether the management objectives identified early in the project definition have been met. Project review and evaluation also needs to take into account the need for additional work and refinement of the scale of testing to achieve management targets.

Related pages

Previous: 5 Implement seepage measurement techniques

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Page last reviewed on 3/12/03