Characterization of Hydraulic Behaviours of Coarse Rock Materials in a Large Permeameter

Abstract

The hydraulic behaviour of a rock material structure is a major feature for its design and safety assess- ment. Similar to all other physical problems, in order to enclose the governing equations systems and achieve a solution, the hydraulic characteristics of these materials need to be determined experimentally and implemented then into adopted thermo-dynamical models. This paper covers the process of the design, construction and operation of an experimental rig built for this specific purpose. Using the constructed large-scale permeameter, tests have been conducted. The non-linear hydraulic behaviour of various mate- rials under extreme turbulent conditions, where Reynolds number reaches unprecedented values, has not been studied before. Preliminary results are presented and discussed.

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Ferdos, F. , Yang, J. and Wörman, A. (2013) Characterization of Hydraulic Behaviours of Coarse Rock Materials in a Large Permeameter. Journal of Geoscience and Environment Protection, 1, 1-6. doi: 10.4236/gep.2013.13001.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Brinkman, H. C. (1947). A calculation of the viscous force exerted by a flowing fluid on a dense swarm of particles. Journal of Applied Sciences Research, A1, 27-34. URL (Last checked 20 August 2013) http://dns2.asia.edu.tw/~ysho/YSHOEnglish/1000%20CE/PDF/App%20Sci%20Res%20Sec%20A1,%2027.pdf
[2] Byron, B. R., Stewart, W. E., & Lightfoot, E. N. (2005). Transport phenomena (2nd ed.). New York: John Wiley & Sons, Inc. http://dx.doi.org/10.1002/aic.690070245
[3] Dudgeon, C. R. (1966). An experimental study of the flow of water through coarse granular media. La Houille Blanche, 7, 785-800. http://dx.doi.org/10.1051/lhb/1966049
[4] Garboczi, E. J., Bentz, D. P., Snyder, K. A., Martys, N. S., Stutzman, P. E., Ferraris, C. F., & Bullard, J. W. (2013). Materials and structural systems. Gaithersburg, USA: National Institute of Standards and Technology. URL (Last checked 20 August 2013) http://ciks.cbt.nist.gov/~garbocz/monograph/tablecontents.html
[5] Hansen, D., Zhao, W. Z., & Han, S. Y. (2005). Hydraulic performance and stability of coarse rockfill deposits, PICE (UK). Journal of Water Management, 158, 163-174. http://dx.doi.org/10.1680/wama.2005.158.4.163
[6] ICOLD (International Commission on Large Dams) (1987). Dam safety guidelines. ICOLD Bulletin 59.
[7] McCorquodale, J. A., Hannoura, A. A., & Nasser, M. S. (1977). Hydraulic conductivity of rockfill. Journal of Hydraulic Research, 2, 197. http://dx.doi.org/10.1080/00221687809499625
[8] Sabin, G. C. W., & D. Hansen (1994). The effects of particle shape and surface roughness on the hydraulic mean radius of a porous medium consisting of quarried rock. Geotechnical Testing Journal GTJODJ, 17, 43-49.

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