1887
Volume 15 Number 1
  • ISSN: 1569-4445
  • E-ISSN: 1873-0604

Abstract

ABSTRACT

Long‐term time‐lapse DC resistivity measurements along six 145‐ to 275‐m‐long transects have been carried out to image seasonal changes in the resistivity distribution within a shallow coastal aquifer on the Kapiti Coast, New Zealand. Two‐monthly repetition of the measurements shows a continuous decrease in the bulk resistivity at depth over an extended horizontal portion of the profile lines when coming into the drier summer season. This is most distinct in more rural locations and less pronounced along urban profiles, and is interpreted to be the result of a decrease in the fluid resistivity resulting from lower freshwater pressure that allows saltwater to intrude. Coming into the wetter winter season, the bulk resistivity at depth increases again, as freshwater pressure in the aquifer increases. A 24‐hour tidal cycle monitoring along one of the northern profiles, observations of seawater level stages, and tidal ranges show that the observed resistivity changes are seasonally driven rather than tidal overprints. Time‐lapse monitoring using electrical resistivity tomography has thus proven itself as a suitable tool for imaging both the saline interface shape and extent, and the changes in the subsurface resistivity distribution in an unconfined coastal, shallow, sand aquifer over a seasonal time frame. This significantly adds to the knowledge about the dynamic behaviour near the saline interface in coastal aquifers and can be used for groundwater assessment in this and other similar geological and hydrological environments around the world.

Loading

Article metrics loading...

/content/journals/10.3997/1873-0604.2016039
2016-10-01
2024-04-19
Loading full text...

Full text loading...

References

  1. AcworthR.I. and DaseyG.R.2003. Mapping of the hyperoheic zone around a tidal creek using a combination of borehole logging, borehole electrical tomography and cross‐creek electrical imaging, New South Wales, Australia. Hydrogeology Journal11, 368–377.
    [Google Scholar]
  2. AllenW.C.2010. Hydrological characteristics of the Te Hapua wetland complex: the potential influence of groundwater level, bore abstraction and climate change on wetland surface water levels. MSc thesis, Victoria University of Wellington, New Zealand.
    [Google Scholar]
  3. Ataie‐AshtianiB., VolkerR.E. and LockingtonD.A.1999. Tidal effects on sea water intrusion in unconfined aquifers. Journal of Hydrology216, 17–31.
    [Google Scholar]
  4. BarlowP.M.2003. Ground Water in Freshwater‐Saltwater Environments of the Atlantic Coast. U.S. Geological Survey Circular 1262, U.S. Geological Survey.
    [Google Scholar]
  5. BauerP., SupperR., ZimmermannS. and KinzelbachW.2006. Geoelectrical imaging of groundwater salinization in the Okavango Delta, Botswana. Journal of Applied Geophysics60, 126–141.
    [Google Scholar]
  6. BeaujeanJ., NguyenF., KemnaA., AntonssonA. and EngesgaardP.2014. Calibration of seawater intrusion models: inverse parameter estimation using surface electrical resistivity tomography and borehole data. Water Resources Research50, 6828–6849.
    [Google Scholar]
  7. BinleyA., HubbardS.S., HuismanJ.A., RevilA., RobinsonD.A., SinghaK. et al. 2015. The emergence of hydrogeophysics for improved understanding of subsurface processes over multiple scales. Water Resources Research51, 3837–3866.
    [Google Scholar]
  8. ComteJ.‐C. and BantonO.2007. Cross‐validation of geo‐electrical and hydrogeological models to evaluate seawater intrusion in coastal aquifers. Geophysical Research Letters34, L10402.
    [Google Scholar]
  9. DeceusterJ., EtienneA., RobertT., NguyenF. and KaufmannO.2014. A modified DOI‐based method to statistically estimate the depth of investigation of dc resistivity surveys. Journal of Applied Geophysics103, 172–185.
    [Google Scholar]
  10. de FrancoR., BiellaG., TosiL., TeatiniP., LozejA., ChiozzottoB. et al. 2009. Monitoring the saltwater intrusion by time lapse electrical resistivity tomography: the Chioggia test site (Venice Lagoon, Italy). Journal of Applied Geophysics69, 117–130.
    [Google Scholar]
  11. deGroot‐HedlinC. and ConstableS.1990. Occam's inversion to generate smooth, two‐dimensional models from magnetotelluric data. Geophysics55, 1613–1624.
    [Google Scholar]
  12. de LangeW.2014. Kapiti Coast Coastal Hazard Assessment. Executive summary for Kapiti Coast District Council, 25p.
    [Google Scholar]
  13. EwigE.2009. Lithospheric shortening and ductile deformation in a back‐arc setting: South Wanganui Basin, New Zealand. PhD thesis, Victoria University of Wellington, New Zealand, 275p.
    [Google Scholar]
  14. GhybenB.W.1889. Nota in verband met de voorgenomen put boring nabij Amsterdam. Tijdschriff Koninklijk Institute van Ingeniers 1888–1889, 8–22.
    [Google Scholar]
  15. GyopariM., Mzila, D. and HughesB.2014. Kapiti Coast groundwater resource investigation: Catchment hydrogeology and modelling report. Greater Wellington Regional Council, Wellington, New Zealand.
    [Google Scholar]
  16. HendersonR.D., Day‐LewisF.D., AbarcaE., HarveyC.F., KaramH.N., LiuL. et al. 2010. Marine electrical resistivity imaging of submarine ground‐water discharge: sensitivity analysis and application in Waquoit Bay, Massachusetts, USA. Hydrogeology Journal18, 173–185.
    [Google Scholar]
  17. HermansT., VandenbohedeA., LebbeL., MartinR., KemnaA., BeaujeanJ. et al. 2012. Imaging artificial salt water infiltration using electrical resistivity tomography constrained by geostatistical data. Journal of Hydrology438–439, 168–180.
    [Google Scholar]
  18. HerzbergB.1901. Die Wasserversorgung einiger Nordseebader. Journal für Gasbeleuchtung und Wasserversorgung 44.
    [Google Scholar]
  19. HilbichC., MarescotL., HauckC., LokeM. H. and MaeusbacherR.2009. Applicability of Electrical Resistivity Tomography Monitoring to Coarse Blocky and Ice‐rich Permafros Landforms. Permafrost and Periglacial Processes20(3), 269–284.
    [Google Scholar]
  20. JohnsonT.C., SlaterL.D., NtarlagiannisD., Day‐LewisF.D. and ElwaseifM.2012. Monitoring groundwater‐surface water interaction using time‐series and time‐frequency analysis of transient three‐dimensional electrical resistivity changes. Water Resources Research48, W07506.
    [Google Scholar]
  21. JonesA. and BakerT.2005. Groundwater monitoring technical report. Greater Wellington Regional Council, Wellington, New Zealand.
    [Google Scholar]
  22. KaraoulisM., TsourlosP., KimJ.‐H. and RevilA.2014. 4D time‐lapse ERT inversion: introducing combined time and space constraints. Near Surface Geophysics12, 25–34.
    [Google Scholar]
  23. KimJ.‐H., YiM.‐J., ParkS.‐G. and KimJ.G.2009. 4‐D inversion of DC resistivity monitoring data acquired over a dynamically changing earth model. Journal of Applied Geophysics68, 522–532.
    [Google Scholar]
  24. KobierskaF., JonasT., GriessingerN., HauckCh., HuxolS. and BernasconiS.M.2015. A multi‐method field experiment to determine local ground‐water flow in a glacier forefield. Hydrogeological Processes29(6), 817–827.
    [Google Scholar]
  25. LaBrequeD.J. and YangX.2001. Difference inversion of ERT data: a fast inversion method for 2‐D in situ monitoring. Journal of Environmental and Engineering Geophysics5, 83–90.
    [Google Scholar]
  26. LokeM.H., AcworthI. and DahlinT.2003. A comparison of smooth and blocky inversion models in 2D electrical imaging surveys. Exploration Geophysics34, 182–187.
    [Google Scholar]
  27. MarescotL., LokeM.H., ChapellierD., DelaloyeR., LambielC. and ReynardE.2003. Assessing reliability of 2D resistivity imaging in mountain permafrost studies using the depth of investigation index method. Near Surface Geophysics1, 57–67.
    [Google Scholar]
  28. MorrowF.J., InghamM.R. and McConchieJ.A.2010. Monitoring of tidal influences on the saline interface using resistivity traversing and cross‐borehole resistivity tomography. Journal of Hydrology389, 96–77
    [Google Scholar]
  29. MzilaD.2013. Resource Consent Application WGN130103: Hydrogeology Technical Review. Resource Consent Application Review 1211068‐V3, Greater Wellington Regional Council, Wellington, New Zealand.
    [Google Scholar]
  30. NguyenF., KemnaA., AntonssonA., EngesgaardP., KurasO., OgilvyR. et al. 2009. Characterization of seawater intrusion using 2D electrical imaging. Near Surface Geophysics7, 377–390.
    [Google Scholar]
  31. OgilvyR.D., MeldrumP.I., KurasO., WilkinsonP.B., ChambersJ.E., SenM. et al. 2009. Automated monitoring of coastal aquifers with electrical resistivity tomography. Near Surface Geophysics7, 367–375.
    [Google Scholar]
  32. OldenburgD.W. and LiY.1999. Estimating depth of investigation in dc resistivity and IP surveys. Geophysics64(2), 403–416.
    [Google Scholar]
  33. OsborneA.M.2006. Movement of water within the Waikanae Shallow Gravel Aquifer and its Interaction with the Waikanae River. Unpublished MSc thesis, Victoria University of Wellington, New Zealand, 165p.
    [Google Scholar]
  34. Oude EssinkG.H.P.2001. Improving fresh groundwater supply ‐ problems and solutions. Ocean and Coastal Management44, 429–449.
    [Google Scholar]
  35. PalackyG.J.2006. Resistivity Characteristics of Geologic Targets. In: Electromagnetic Methods in Applied Geophysics, Investigations in Geophysics, Vol. 1, Ch. 3, 3rd edn (ed M.N.Nabighian ), pp. 53–130. Tulsa, Oklahoma: Society of Exploration Geophysicists.
    [Google Scholar]
  36. PerriM.T., CassianiG., GervasioI., DeianaR. and BinleyA.2012. A saline tracer test monitored via both surface and cross‐borehole electrical resistivity tomography: comparison of time‐lapse results. Journal of Applied Geophysics79, 6–16.
    [Google Scholar]
  37. PoulsenS.E., RasmussenK.R., ChristensenN.B. and ChristensenS.2010. Evaluating the salinity distribution of a shallow coastal aquifer by vertical multielectrode profiling (Denmark). Hydrogeology Journal18, 161–171.
    [Google Scholar]
  38. ReynoldsJ.M.2011. An Introduction to Applied and Environmental Geophysics, 2nd edn. Chichester, UK:John Wiley and Sons.
    [Google Scholar]
  39. SasakiY.1992. Resolution of resistivity tomography inferred from numerical simulation. Geophysical Prospecting40, 453–464.
    [Google Scholar]
  40. TidswellS.2009. Kapiti Coast groundwater quality investigation, 2008. Greater Wellington Regional Council, Wellington, New Zealand, 53p.
    [Google Scholar]
  41. TurnerI.L. and AcworthR.I.2004. Field measurements of beachface salinity structure using cross‐borehole resistivity imaging. Journal of Coastal Research20, 753–760.
    [Google Scholar]
  42. URS
    URS2003. Waikanae/Otaihanga Borefield Drilling Strategy. KCDC Contract 401. Prepared for Kapiti Coast District Council, URS New Zealand Limited, 24p.
    [Google Scholar]
  43. URS
    URS2010. Monitoring Manual Waikanae Borefield and Back‐up Bores (PW1, PW5). Prepared for Kapiti Coast District Council, URS New Zealand Limited, 27p.
    [Google Scholar]
  44. UttingM.2013. Kapiti Coast – Revised Aquifer Testing and Groundwater Modelling. Prepared for Kapiti Coast District Council, CH2M Beca Limited, 43p.
    [Google Scholar]
  45. WagnerF.M., MoellerM., Schmidt‐HattenbergerC., KempkaT. and MaurerH.2013. Monitoring freshwater salinization in analog transport models by time‐lapse electrical resistivity tomography. Journal of Applied Geophysics89, 84–95.
    [Google Scholar]
  46. WelchC.2004. Groundwater recharge from the Waikanae River. Unpublished BSc (Hons) dissertation, Victoria University of Wellington, New Zealand, 62p.
    [Google Scholar]
  47. WernerA.D., BakkerM., PostV.E.A., VandenbohedeA., LuC., Ataie‐AshtianiB. et al. 2013. Seawater intrusion processes, investigation and management: recent advances and future challenges. Advances in Water Resources51, 3–26.
    [Google Scholar]
  48. WilkinsonP.B., ChambersJ.E., MeldrumP.I., GunnD.A., OgilvyR.D. and KurasO.2010. Predicting the movements of permanently installed electrodes on an active landslide using time‐lapse geoelectrical resistivity data only. Geophysical Journal International183, 543–556.
    [Google Scholar]
  49. WilsonS.R., InghamM. and McConchieJ.A.2006. The applicability of earth resistivity methods for saline interface definition. Jousrnal of Hydrology316, 301–312.
    [Google Scholar]
  50. ZhouB. and DahlinT.2003. Properties and effects of measurement errors on 2D resistivity imaging surveying. Near Surface Geophysics1, 105–117.
    [Google Scholar]
http://instance.metastore.ingenta.com/content/journals/10.3997/1873-0604.2016039
Loading
/content/journals/10.3997/1873-0604.2016039
Loading

Data & Media loading...

  • Article Type: Research Article

Most Cited This Month Most Cited RSS feed

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error