Skip to main content

Groundwater Flow Characterization Using Different Hydraulic Methods in Large and Deep Earth-Slide Rich in Clay

  • Conference paper
  • First Online:
Advancing Culture of Living with Landslides (WLF 2017)

Included in the following conference series:

  • 3505 Accesses

Abstract

Since 2013 some different hydraulic tests were conducted and replicated in a large earth-slide characterized by a landslide body rich in clay and with a mean thickness of 30 m, located in the Northern Apennines. All the tests were finalized to estimate the hydrogeological properties of the landslide and successively to design future mitigation measures. To define geometry of the sliding mass more than 15 boreholes’ stratigraphy were analyzed. Successively, the boreholes were equipped with inclinometers and open-standpipe piezometers. According to the stratigraphy, the landslide body is characterized by the presence of gravel layers in a clay-rich matrix. The research compares the results of the different used techniques, which are realized in 2 boreholes, 5 open-standpipe piezometers and using 1 couple well-piezometer. The used techniques and the number of the tests are: 31 slug tests (ST), 4 falling head tests (FT), 5 low-flow pumping tests (PT), 1 point dilution test (PD), 2 aquifer tests (AT). Moreover the tests are elaborated with different solutions: the STs with the Hvorslev and KGS solutions; the FHs with the AGI and Hvorslev solutions; the LPs with the Muskat solutions; the ATs with the Theis, Cooper-Jacob, Neuman, Moench and Tartakosky-Neuman solutions; the PD with the classical solution where Darcy velocity is calculated as a function of the rate of dilution. The results show a variability of hydraulic conductivity (K), Storativity (S) and Specific storage (Ss) in the horizontal and vertical directions (K between 1.0E-5 and 1.0E-8 m/s; S between 4.0E-3 and 5E-5; Ss between 1.0E-3 and 3.0E-3 1/m). The horizontal and vertical variation are correlated with the lithologic heterogeneity highlighted by the borehole stratigraphy. Moreover, all the hydraulic tests conducted on the landslide body given results of high performance and redundancy. The comparison between results derived from different methods are comparable each other and only in some cases it shows differences of one order of magnitude.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • AGI (1977) Raccomandazioni sulla programmazione ed esecuzione delle indagini geotecniche. Associazione Geotecnica Italiana, Roma

    Google Scholar 

  • Chiasson P (2005) Methods of interpretation of borehole falling-head tests performed in compacted clay liners. Can Geotech J 42:79–90. doi:10.1139/T04-068

    Article  Google Scholar 

  • Cooper HH, Jacob CE (1946) A generalized graphical method for evaluating formation constants and summarizing well field history. Trans Am Geophys Union 27:526–534

    Article  Google Scholar 

  • Deiana M, Cervi F, Corsini A, Ambanelli A, Diena M, Lopardo L, Truffelli G, Ronchetti F (2015) Hydrogeology, hydrochemistry and isotopic investigation to define the lateral hydraulic boundaries of a deep rock slide (Berceto Landslide: Northern Apennines). Eng Geol Soc Territory 2:2129–2132

    Article  Google Scholar 

  • Hvorslev MJ (1951) Time lag and soil permeability in ground-water observations. Bull. No. 36, Waterways Experiment Station, Corps of Engineers, U.S. Army, p 50

    Google Scholar 

  • Hyder Z, Butler JJ Jr, McElwee CD, Liu W (1994) Slug tests in partially penetrating wells. Water Resour Res 30(11):2945–2957

    Article  Google Scholar 

  • Moench AF (1997) Flow to a well of finite diameter in a homogeneous, anisotropic water-table aquifer. Water Resour Res 33(6):1397–1407

    Article  Google Scholar 

  • Muskat M (1937) The flow of homogeneous fluids through porous media. McGraw-Hill Book Co, New York

    Google Scholar 

  • Neuman SP (1974) Effect of partial penetration on flow in unconfined aquifers considering delayed gravity response. Water Resour Res 10(2):303–312

    Article  Google Scholar 

  • Piccinini L, Berti M, Simoni A, Bernardi AR, Ghirotti M, Gargini A (2014) Slope stability and groundwater flow system in the area of Lizzano in Belvedere (Northern Apennines, Italy). Eng Geol 183:276–289. doi:10.1016/j.enggeo.2014.09.002

    Article  Google Scholar 

  • Piccnini L, Fabbri P, Pola M (2016) Point dilution tests to calculate groundwater velocity: an example in a porous aquifer in northeast Italy. Hydrol Sci J 61(8):1512–1523. doi:10.1080/02626667.2015.1036756

    Article  Google Scholar 

  • Puls RW, Barcelona MJ (1996) Ground water issue: low-flow (minimal drawdown) ground-water sampling procedures. U.S. Environmental Protection Agency, EPA/540/ S-95/504. Superfund Technology Support Center for Groundwater, RSKERL, Ada, Oklahoma

    Google Scholar 

  • Righini M, Caputo G, Cervi F, Corsini A, Ronchetti F (2013) Forward simulation of groundwater level changes induced by deep drainage wells in Succiso earth slide (northern Apennines, Italy). Rendiconti on-line della Società Geologica Italiana 24:269–272

    Google Scholar 

  • Robbins GA, Aragon-Jose AT, Romero A (2009) Determining hydraulic conductivity using pumping data from low-flow sampling. Ground Water 42(2):271–276

    Article  Google Scholar 

  • Ronchetti F, Borgatti L, Cervi F, Gorgoni C, Piccinini L, Vincenzi V, Corsini A (2009) Groundwater processes in a complex landslide, northern Apennines, Italy. Nat Hazards Earth Syst Sci 9(3):895–904. doi:10.5194/nhess-9-895-2009

    Article  Google Scholar 

  • Tartakovsky GD, Neuman SP (2007) Three-dimensional saturated-unsaturated flow with axial symmetry to a partially penetrating well in a compressible unconfined aquifer. Water Resour Res W01410. doi:10.1029/2006WR005153

  • Theis CV (1935) The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage. Trans Am Geophys Union 16:519–524

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Francesco Ronchetti .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2017 Springer International Publishing AG

About this paper

Cite this paper

Ronchetti, F., Piccinini, L., Deiana, M., Fabbri, P., Corsini, A. (2017). Groundwater Flow Characterization Using Different Hydraulic Methods in Large and Deep Earth-Slide Rich in Clay. In: Mikos, M., Tiwari, B., Yin, Y., Sassa, K. (eds) Advancing Culture of Living with Landslides. WLF 2017. Springer, Cham. https://doi.org/10.1007/978-3-319-53498-5_35

Download citation

Publish with us

Policies and ethics