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Subsurface characterisation

Subsurface characterisation of the area around a channel provides information on which assessments of the sites of seepage can be made. The techniques to consider are Soil and geological profile classification and Groundwater assessment, including water-level monitoring, mathematical modelling and hydrochemical investigations

Soil and geological profile classification: summary

Pages in this section include:

Soil and geological profile classification: summary

  Soil and geological profile classification: principle, method
  Soil and geological profile classification: applicability, practical implementation, experience from the trials, indicative costs

This page provides a summary of the soil and geological profile classification channel seepage identification and measurement technique.

Principle

Soil type is one of the most influential variables affecting seepage rate. Using soil and geological information to assess actual or potential seepage assumes that seepage is primarily a function of hydraulic conductivity, which is in turn a function of the soil texture.

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Method Top button

Subsurface profiling of soils and geological conditions can be conducted in a channel seepage investigation for various reasons, including:
  • As part of site characterisation
  • To help define seepage mechanisms
  • To assign seepage rates to soil types and estimate seepage through changes in soil type
Limited soil and geological profiling can be undertaken by review of available data from soil and geological maps. Subsurface profiling on a site-specific basis requires site inspection, local mapping of soil types and drilling.

Key issues in developing a drilling program for a channel seepage investigation are where and how many bores to drill, type of drilling to use, what depth to drill to, and how to log recovered materials.

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Applicability Top button

Using soil and geological profiles in channel seepage investigations provides a picture of the conditions under which seepage is more likely to occur. On its own, a geological profile will not provide estimates of seepage rates.

Estimating losses based on application of a seepage rate for a given soil type is a useful method for providing an estimate of zones of seepage loss from a system. Care should be taken in interpretation, in that:
  • Seepage rates can vary significantly within one broad soil type.
  • Multiple measurements are required to obtain a reliable estimate of mean hydraulic conductivity of a particular soil type.
  • Some significant factors influencing seepage are not allowed for (e.g. groundwater levels, clogging layer at channel surface)
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Practical implementation Top button

Regional-scale maps are readily available over most areas to obtain general knowledge of site soil and geological properties. However, care has to be taken if investigations rely only on these maps because of the details of map scale.
  • Drilling of soil investigation bores should be undertaken with: suitable drilling equipment, able to penetrate to the required depth.
  • Qualified drillers, preferably with knowledge of local conditions should be used
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Indicative costs Top button

Costs of drilling of soil bores vary considerably depending on the type of drilling contractor and drilling rig used, and whether an additional person is on-site for logging of the bores.

For estimating purposes, a rate of $40-50/m for soil bore drilling can be used. Costs for groundwater observation costs range from $70-120/m (excluding mobilisation).

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Related pages Top button

For a more detailed description of the soil and geological profile classification technique see:

Soil and geological profile classification: principle, method
Soil and geological profile classification: applicability, practical implementation, experience from the trials, indicative costs
   

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Page last reviewed on 3/12/03