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CONTROL OF SUFFOSION ALONG RIVERBANKS: THE CASE OF THE OLONA RIVER (ITALY)

Loris Colombo, Vincenzo Francani, Paola Gattinoni

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b12/s2.030View metrics

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Title
CONTROL OF SUFFOSION ALONG RIVERBANKS: THE CASE OF THE OLONA RIVER (ITALY)
Authors
Loris Colombo, Vincenzo Francani, Paola Gattinoni
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-08-7
Language
en
Publication type
Conference Paper
Keywords
References30
  1. Zaslavsky I. & Kassiff G., Theoretical formulation of piping mechanism in cohesive soils. Gèotechnique, vol. 15, pp. 305-314, 1965.

  2. Dupuit J., Etudes theoretiques et practiques sur le mouvement des eaux. Dunon, Paris, 1863.

  3. Cooper H. H. & Jacob C. E., A generalized graphical method of evaluating formation constants and summarizing well – field history. American Geophysical Union, vol. 27, issue 4, pp 526-535, 1946.

  4. Jacob C.E., A generalized graphical method for evaluating formation constants and summarizing well field history, Am Geophys, Union Trans., vol. 27., pp. 526 -534, 1946.

  5. Muskat M., The flow of fluids through porous media, Journal of Applied Physics , 1937.

  6. Schneebeli G., Hydraulique souterraine, Eyrolles, Collection du centre de recherches et d’essais de chatou, 1966.

  7. Hutchinson J.N, Assessment of the effectiveness of corrective methods in relation to geological conditions and types of slope movements. Bulletin of International Association of Engineering Geology, vol. 16, pp. 131-155, 1977.

  8. Moench, A. F., Computation of type curves for flow to partially penetrating wells in water-table aquifers. Ground Water, vol. 31, issue 6, pp. 966-971, 1993.

  9. Goode P.A & Thambynayagam R.K.M., Pressure drawdown and buildup analysis of horizontal wells in anisotropic media, SPEFE2 (4), Texas, pp. 683-697, 1987.

  10. Odeh A.S. & Babu D.K., Transient flow behavior of horizontal wells: Pressure drawdown and buildup analysis, Texas, SPE Formation Evaluation,1990

  11. Gattinoni P. & Scesi L., An empirical equation for tunnel inflow assessment: application to sedimentary rock masses, Hydrogeology Journal, Italy, vol. 18, issue 8, pp 1797-1810, 2007.

  12. Pinder F.G., Bredehoeft J.D & Cooper H.H., Determination of aquifer diffusivity from aquifer response to fluctuations in river stage , Water Resources Program, Department of Civil Engineering, Princeton University New Jersey, Water Resources Research, vol. 5, issue 4, 1969.

  13. Milojevic M., Radial collector wells adjacent to the riverbank, J Hydraulics DIV ASCE Vol. 89, pp 133-151, 1963.

  14. Colombo L., Cremonesi D, Francani V. Hydrogeological critical settings for stability of river-banks: the case of the Pioverna river (Valsassina, Lecco), IJGE Università La Sapienza, Italy, vol. 2, Issue 1, Pages 23-38, 2011.

  15. McDonald M. G, Harbaugh A.W., A modular three dimensional finite difference ground water flow model. U.S. Geological Survey Open File Report, pp. 83-875, 1984.

  16. Zaslavsky I. & Kassiff G., Theoretical formulation of piping mechanism in cohesive soils. Gèotechnique, vol. 15, pp. 305-314, 1965.

  17. Dupuit J., Etudes theoretiques et practiques sur le mouvement des eaux. Dunon, Paris, 1863.

  18. Cooper H. H. & Jacob C. E., A generalized graphical method of evaluating formation constants and summarizing well – field history. American Geophysical Union, vol. 27, issue 4, pp 526-535, 1946.

  19. Jacob C.E., A generalized graphical method for evaluating formation constants and summarizing well field history, Am Geophys, Union Trans., vol. 27., pp. 526 -534, 1946.

  20. Muskat M., The flow of fluids through porous media, Journal of Applied Physics , 1937.

  21. Schneebeli G., Hydraulique souterraine, Eyrolles, Collection du centre de recherches et d’essais de chatou, 1966.

  22. Hutchinson J.N, Assessment of the effectiveness of corrective methods in relation to geological conditions and types of slope movements. Bulletin of International Association of Engineering Geology, vol. 16, pp. 131-155, 1977.

  23. Moench, A. F., Computation of type curves for flow to partially penetrating wells in water-table aquifers. Ground Water, vol. 31, issue 6, pp. 966-971, 1993.

  24. Goode P.A & Thambynayagam R.K.M., Pressure drawdown and buildup analysis of horizontal wells in anisotropic media, SPEFE2 (4), Texas, pp. 683-697, 1987.

  25. Odeh A.S. & Babu D.K., Transient flow behavior of horizontal wells: Pressure drawdown and buildup analysis, Texas, SPE Formation Evaluation,1990

  26. Gattinoni P. & Scesi L., An empirical equation for tunnel inflow assessment: application to sedimentary rock masses, Hydrogeology Journal, Italy, vol. 18, issue 8, pp 1797-1810, 2007.

  27. Pinder F.G., Bredehoeft J.D & Cooper H.H., Determination of aquifer diffusivity from aquifer response to fluctuations in river stage , Water Resources Program, Department of Civil Engineering, Princeton University New Jersey, Water Resources Research, vol. 5, issue 4, 1969.

  28. Milojevic M., Radial collector wells adjacent to the riverbank, J Hydraulics DIV ASCE Vol. 89, pp 133-151, 1963.

  29. Colombo L., Cremonesi D, Francani V. Hydrogeological critical settings for stability of river-banks: the case of the Pioverna river (Valsassina, Lecco), IJGE Università La Sapienza, Italy, vol. 2, Issue 1, Pages 23-38, 2011.

  30. McDonald M. G, Harbaugh A.W., A modular three dimensional finite difference ground water flow model. U.S. Geological Survey Open File Report, pp. 83-875, 1984.

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