1887
Volume 13 Number 5
  • ISSN: 1569-4445
  • E-ISSN: 1873-0604
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Abstract

ABSTRACT

A common approach for estimating water‐table depth simply and reliably is using seismic refraction. Typical layered solutions from seismic refraction are successful in areas where the water table does not fluctuate rapidly. However, there are many areas around the world where water tables rise and fall rapidly in response to intense rainfall events, especially in tropical and semi‐arid regions. These areas are frequently heavily populated, and the shallow unconfined aquifers, used for drinking water and irrigation, are under increasing threat of overexploitation and pollution. To help mitigate these concerns, a reliable method to accurately determine water‐table depth in these environments is required. We present a unique analysis method based on a calculated reference refraction velocity that gives not only accurate predictions of water‐table depth for cases of rapidly fluctuating water tables but also accurate predictions of largest historical recorded depth to water.

Data used came from a series of 60 refraction surveys carried out at 15 locations with monitoring bores in a tropical area. In a time‐lapse approach, four surveys were performed at each of the bore locations over a nine‐week period during both wet and dry conditions. Using a typical forward/reverse profile approach, we first calculate forward and reverse velocities. These layer velocities are then averaged using a scheme based on moisture conditions to give a reference velocity. Finally, the predicted depth for the water table is determined by identifying the depth at which this reference velocity occurs on a separately calculated refraction velocity tomogram. Results for predicting current water‐table depth for the 60 surveys gave water‐table depth predictions between 0.38 m above and 0.13 m below the measured water table using a 99% confidence interval. Conventional two‐layer solution predictions resulted in only 28% of predictions lying within 1 m of the measured water table. Using a modification to this approach, we are also able to accurately determine the maximum historical recorded depth to water table using information on soil lithology/texture, records for the greatest recorded depth to water table, and refraction velocity tomograms at known locations. This method can then be applied to locations with similar but known lithology but without monitoring bores.

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2015-05-01
2024-04-27
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References

  1. AllenN.F., RichartJr.F.E. and WoodsR.D.1980. Fluid Wave Propagation in saturated and nearly saturated sands. Journal of the Geotechnical Engineering Division106(GT3), 235–254.
    [Google Scholar]
  2. BanerjeeS., SkillingH., FosterV., Briceno‐GarmendiaC., MorellaE. and ChfadiT.2008. Urban Water Supply in Sub‐Sahara Africa.The World Bank and the Water and Sanitation Program.
    [Google Scholar]
  3. BassA.M., BirdM.I., LiddellM.J. and NelsonP.N.2011. Fluvial dynamics of dissolved and particulate organic carbon during periodic flood events in a tropical rainforest catchment. Limnology and Oceanography56(6), 2282–2292.
    [Google Scholar]
  4. BiotM.A.1956a. Theory of propagation of elastic waves in a fluid‐saturated porous solid I. low frequency range. Journal Acoustical Society of America28(2), 168–178.
    [Google Scholar]
  5. BiotM.A.1956b. Theory of propagation of elastic waves in a fluid‐saturated porous solid II. higher frequency range. Journal Acoustical Society of America28(2), 179–191.
    [Google Scholar]
  6. BonnetG. and MeyerM.1988. Seismic refraction tests above water table. Journal of Geotechnical Engineering Division114(10), 1183–1189.
    [Google Scholar]
  7. BourbieT., CoussyO. and ZinsznerB.1987. Acoustics of Porous Media.Gulf Publishing Company, Book Division.
    [Google Scholar]
  8. Bureau of Meteorology
    Bureau of Meteorology . 2011a. Monthly Rainfall – 031166.Commonwealth of Australia 2011.
    [Google Scholar]
  9. Bureau of Meteorology
    Bureau of Meteorology . 2011b. Daily Rainfall – 031104.Commonwealth of Australia2011.
    [Google Scholar]
  10. Bureau of Meteorology
    Bureau of Meteorology . 2011c. Daily Rainfall – 031210.Commonwealth of Australia2011.
    [Google Scholar]
  11. BurgerH.R., SheehanA.F. and JonesC.H.2006. Introduction to Applied Geophysics – Exploring the Shallow Subsurface.W.W. Norton and Company.
    [Google Scholar]
  12. ButlerD.K.1990. Seismic refraction tests above water table. Geotechnical Engineering116(9), 1434–1436.
    [Google Scholar]
  13. CargoD.N. and MalloryB.F.1977. Man and His Geologic Environment, 2nd Edn, pp. 54. Addison‐Wesley Publishing Company.
    [Google Scholar]
  14. Central Ground Water Board
    Central Ground Water Board . 2010. Ground Water Quality in Shallow Aquifers of India.Ministry of Water Resources, Government of India, Faridabad.
    [Google Scholar]
  15. Collis‐GergeN. and BondW.J.1981. Ponded infiltration into simple soil system: I. the saturation and transition zones in moisture content profiles. Soil Science131, 202–209.
    [Google Scholar]
  16. ConnorS., NelsonP.N., ArmourJ.D. and HénaultC.2013. Hydrology of a forested riparian zone in an agricultural landscape of the humid tropics. Agriculture, Ecosystems, and Environment180, 111–122.
    [Google Scholar]
  17. CrowellC.A., LinkC.A. and NelsonP.N.2008. Seismic refraction for monitoring zones of water table fluctuation in a shallow tropical aquifer. Symposium on the Applications of Geophysics to Engineering and Environmental Problems21(1), 549–558.
    [Google Scholar]
  18. EamusD. and FroendR.2006. Groundwater‐dependent ecosystems: The where, what and why of GDEs. Australian Journal of Botany54(2), 91–96.
    [Google Scholar]
  19. HolzerT.L. and BennettM.J.2003. Unsaturated beneath a water table. Environmental & Engineering Geoscience9(4), 379–385.
    [Google Scholar]
  20. Illinois State Water Survey
    Illinois State Water Survey . 2012. Groundwater. Illinois Water Supply Planning.
    [Google Scholar]
  21. JacksonJ.A.1997. Glossary of Geology, 4th edn. American Geological Institute.
    [Google Scholar]
  22. LeachL.M. and RoseU.E.1979. Groundwater Storage Behavior.Queensland Water Resources Commission, Brisbane, Australia.
    [Google Scholar]
  23. NelsonP.N., WhiteheadP.W. and LinkC.A.2010. Buried lava flows crossing the Great Divide in North Queensland: discovery using magnetic methods, and implications for hydrology. Australian Journal of Earth Sciences57, 279–289.
    [Google Scholar]
  24. NottJ.F., ThomasM.F. and PriceD.M.2001. Alluvial fans, landslides, and late quaternary climatic change in the wet tropics of Northeast Queensland. Australian Journal of Earth Sciences48, 875–882.
    [Google Scholar]
  25. PetheramC., BristowK.L. and NelsonP.N.2008. Understanding and managing groundwater and salinity in a tropical conjunctive water use irrigation district. Agricultural Water Management95, 1167–1179.
    [Google Scholar]
  26. PressF. and SieverR.1978. Earth, 2nd edn. W. H. Freeman and Company.
    [Google Scholar]
  27. WakelinS.A., NelsonP.N., ArmourJ.D., RasiahV. and ColloffM.J.2011. Bacterial community structure and denitrifier (nir gene) abundance in soil water and groundwater beneath agricultural land in tropical North Queensland, Australia. Soil Research49, 65–76.
    [Google Scholar]
  28. WaltonW.C.1970. Groundwater Resource Evaluation.McGraw‐Hill.
    [Google Scholar]
  29. ZeltC.A., SainK., NaumenkoJ.V. and SawyerD.S.2003. Assessment of crustal velocity models using seismic refraction and reflection tomography. Geophysical Journal International153, 600–626.
    [Google Scholar]
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