Skip to main content
Log in

Examining the utility of epoxy replicas of single, natural fractures in dolostone for visualization experiments

  • Paper
  • Published:
Hydrogeology Journal Aims and scope Submit manuscript

Abstract

Epoxy casts were created of five naturally occurring fractures in dolostone and aperture distribution was measured using a light attenuation method. The optically determined aperture matrices showed a skew towards smaller apertures, with the larger models demonstrating a lognormal distribution and the smaller models a normal distribution. Surface variograms of each display a significant degree of anisotropy. The models had spatial correlation ranges between 1.8 and 5 cm. The optical mean aperture, mean hydraulic aperture and mass-balance aperture were all determined. In addition, the coefficient of variation (C v) and anisotropy ratio (AR) for each model was determined to compare their predictions with the actual tracer behavior in each of the models. In all cases, the hydraulically determined mean aperture was the same order of magnitude as the optically determined mean aperture. The mass-balance-derived mean aperture differed significantly from the optical mean aperture based on the degree of channeling in the model. However, neither the C v nor the AR correlated well to the actual behavior of the tracers, suggesting they are insufficient to predict void connectivity. Overall the epoxy replicas performed moderately well and can be well characterized for use in studies where visualization is of primary importance.

Résumé

Des empreintes d’époxy ont été créées sur cinq fractures naturelles d’une dolomite et la distribution de l’ouverture a été analysée en utilisant une méthode d’atténuation de la lumière. L’ouverture des matrices déterminée optiquement montre une obliquité vers de plus petites ouvertures, suivant une distribution log-normale selon des modèles larges et une distribution normale selon des modèles plus petits. Les variogrammes de surface montrent un certain degré d’anisotropie. L’ouverture optique moyenne, l’ouverture moyenne hydraulique et la balance des masses de l’ouverture ont toutes été déterminées. Par ailleurs les coefficients de variation (C y) et les rapports d’anisotropie (AR) pour chacun des modèles ont été déterminés de manière à comparer leurs prédictions avec le comportement du traceur dans chacun des modèles. Dans tous les cas l’ouverture déterminée hydrauliquement a été de la même amplitude que l’ouverture moyenne optique. L’ouverture moyenne dérivée de la balance des masses diffère significativement de l’ouverture moyenne optique basée sur le degré de canalisation du modèle. Cependant, ni le C y ni le AR furent bien corrélés avec le comportement du traceur, suggérant qu’il y a insuffisance à prédire la connectivité des vides. Pour finir les réplications époxy permettent une caractérisation bonne dans les études ou la visualisation est de première importance.

Resumen

Moldes de epoxy fueron creados de cinco fracturas formadas naturalmente en dolomía y la distribución de apertura fue medida usando un método de atenuación de luz. Las matrices de apertura determinadas ópticamente mostraron una oblicuidad hacia fracturas más pequeñas, con modelos más grandes mostrando una distribución lognormal y los modelos más pequeños una distribución normal. Variogramas de superficie de cada modelo muestran un significante grado de anisotropía. Los modelos tuvieron una correlación espacial que varía entre 1.8 y 5 centímetros. La apertura promedio óptica, apertura promedio hidráulica y apertura por balance de masas fueron todas determinadas. Además, el coeficiente de variación (C v) y radio de anisotropía (AR) fueron determinados para cada modelo, para comparar sus predicciones con el comportamiento real del trazador en cada uno de los modelos. En todos los casos la apertura promedio determinada hidráulicamente fue del mismo orden de magnitud que la apertura promedio determinada ópticamente. La apertura promedio derivada por balance de masas varió significantemente de la apartura promedio óptica dependiendo del grado de abertura en el modelo. Sin embargo, ni el C v ni el AR se correlacionaron bien con el comportamiento real de los trazadores, sugiriendo que son insuficientes para predecir la conectividad intersticial. En general las réplicas de epoxy se realizaron moderadamente bien y pueden ser bien caracterizadas en estudios donde la visualización es de importancia principal.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

References

  • Barton CC, Hsieh PA (1989) Physical and hydrological flow properties of fractures in field trip guidebook T385, AGU, Washington, DC, 36 pp

  • Bergslien ET, Fountain JC (2006) The effect of changes in wettability on two-phase saturated flow in horizontal replicas of single natural fractures. J Contam Hydrol 88(3–4):153–180

    Article  Google Scholar 

  • Bergslien ET, Fountain JC, Giese R Jr (2004) Characterization of the surface properties of epoxy-type models used for multiphase flow studies in fractured media and creation of a new model. Water Resour Res 40(5):W05112

    Article  Google Scholar 

  • Billaux D, Gentier S (1990) Numerical and laboratory studies of flow in a fracture. In: Proceedings of the International Conference on Rock Joints. Loen, Norway, Balkema, Rotterdam, pp 369–374

  • Bourke PJ (1987) Channeling of flow through fractures in rock. In: Proceedings of GEOVAL-87 International Symposium, Stockholm, 29 April 1987

  • Brett CE, Tepper DH, Goodman WM, LoDuca ST, Eckert B (1995) Revised stratigraphy and correlations of the Niagaran Provincial Series (Medina, Clinton, and Lockport Groups) in the type area of western New York. US Geol Surv Bull 2086:1–66

  • Brown DM (1984) Stochastic analysis of flow and solute transport in a variable-aperture rock fracture. MSc Thesis, Massachusetts Institute Of Technology, USA

  • Brown SR, Scholz CH (1985) Closure of random elastic surfaces in contact. J Geophys Res 90(B7):5531–5545

    Article  Google Scholar 

  • Brown S, Caprihan A, Hardy R (1998) Experimental observation of fluid flow channels in a single fracture. J Geophys Res 103(B3):5125–5132

    Article  Google Scholar 

  • Denny RC, Sinclair R (1987) Visible and ultraviolet spectroscopy. Wiley, New York

  • Detwiler RL, Pringle SE, Glass RJ (1999) Measurement of fracture aperture fields using transmitted light: an evaluation of measurement errors and their influence on simulations of flow and transport through a single fracture. Water Resour Res 35(9):2605–2617

    Article  Google Scholar 

  • Gale JE (1987) Comparison of coupled fracture deformation and fluid flow models with direct measurements of fracture pore structure and stress-flow properties. In: Proceedings of the 28th US Symposium on Rock Mechanics, Tucson, 29 June–1 July 1987, pp 1213–1222

  • Gale JE (1990) Hydraulic behavior of rock joints. In: Rock joints. Proceedings of the International Symposium on Rock Joints, Leon, Norway, Balkema, Rotterdam, pp 351–362

  • Gaspar E (1987) Modern trends in tracer hydrology. CRC, Boca Raton, FL, p 145

  • Gelhar LW (1993) Stocastic subsurface hydrology. Prentice Hall, Englewood Cliffs, NJ, 390 pp

  • Gentier S (1986) Morphologie et comportement hydromecanique d’une fracture naturelle dans un granite sous contrainte normale (Hydromechanical morphology and behavior of a natural fracture in a granite under normal stress). PhD Thesis, Univ. d’Orleans, France

  • Gentier S, Billaux D, Van Vliet L (1989) Laboratory testing of the voids of a fracture. Rock Mech 22:149–157

    Article  Google Scholar 

  • Hakami E (1988) Water flow in single rock joints. Licentiate Thesis, Luleå University of Technology, Sweden

  • Hakami E (1995) Aperture distribution of rock fractures. PhD Thesis, Royal Institute of Technology, Sweden

  • Hakami E, Barton N (1990) Aperture measurements and flow experiments using transparent replicas of rock joints. In: Proceedings of the First International Symposium on Rock Joints, Loen, Norway, Balkema, Rotterdam, pp 383–390

  • Hakami E, Larsson E (1996) Aperture measurements and flow experiments on a single natural fracture. Int J Rock Mech Min Sci Geomech Abstr 33(4):395–404

    Article  Google Scholar 

  • Heath MJ (1985) Solute migration experiments in fractured granite, South West England, in design and instrumentation of in situ experiments in underground laboratories for radioactive waste disposal. In: Proceedings of a Joint CEC-NEA Workshop, Balkema, Rotterdam, pp 191–200

  • Isaaks EH, Srivastava RM (1989) An introduction to applied geostatistics. Oxford University Press, New York, 561 pp

    Google Scholar 

  • Johns RA, Steude JS, Castanier LM, Roberts PV (1993) Nondestructive measurements of fracture aperture in crystalline rock cores using X-ray computed tomography. J Geophys Res 98(B2):1889–1900

    Article  Google Scholar 

  • Kumar ATA, Majors PD, Rossen WR (1995) Measurement of aperture and multiphase flow in fractures using NMR imaging. SPE Paper 30558, Proceedings of SPE Annual Technical Conference and Exhibition, Dallas, TX, 22–25 October 1995

  • Lee J, Kang M, Choe J (2003) Experimental analysis on the effects of variable apertures on tracer transport. Water Resour Res 39(1):1015. DOI 10.1029/2001WR001246

    Article  Google Scholar 

  • Moreno L, Tsang YW, Tsang CF, Hale FV, Neretnieks I (1988) Flow and tracer transport in a single fracture: a stochastic model and its relation to some field observations. Water Resour Res 24(12):2033–2048

    Article  Google Scholar 

  • Neretnieks I (1993) Solute transport in fractured rock: applications to radionuclide waste repositories. In: Bear J, Tsang CF, de Marsily G (eds) Flow and contaminant transport in fractured rock. Academic, San Diego, CA, pp 39–127

    Google Scholar 

  • Oron AP, Berkowitz B (1998) Flow in rock fractures: the local cubic law assumption reexamined. Water Resour Res 34(11):2811–2825

    Article  Google Scholar 

  • Pebesma EJ, Wesseling CG (1998) Gstat, a program for geostatistical modelling, prediction and simulation. Comput Geosci 24(1):17–31. http://www.gstat.org/index.html. Cited 14 August 2007

    Article  Google Scholar 

  • Persoff P, Pruess K (1995) Two-phase flow visualization and relative permeability measurement in natural rough walled fractures. Water Resour Res 31(5):1175–1186

    Article  Google Scholar 

  • Pyrak-Nolte LJ, Myer LR, Cook NGW, Witherspoon PA (1987) Hydraulic and mechanical properties of natural fractures in low permeability rock. In: Proceedings of the 6th International Congress on Rock Mechanics, Montreal, 1987, pp 225–231

  • Pyrak-Nolte LJ, Cook NGW, Nolte DD (1988) Fluid percolation through single fractures. Geophys Res Lett 15(11):1247–1250

    Article  Google Scholar 

  • Rasmuson A, Neretnieks I (1986) Radionuclide migration in strongly fissured zones: the sensitivity to some assumptions and parameters. Water Resour Res 22(4):559–569

    Article  Google Scholar 

  • Raven KG, Gale JE (1985) Water flow in a natural rock fracture as a function of stress and sample size. Int J Rock Mech Min Sci Geomech Abstr 22:251–261

    Article  Google Scholar 

  • Romm ES (1966) Fluid flow in fractured rock (in Russian). Nedra, Moscow, 283 pp, English translation, 1972, Phillips Petroleum Company, Houston, Texas

  • Russ JC (1995) The image processing handbook, 2nd edn. CRC, Boca Raton, FL, 674 pp

    Google Scholar 

  • Shapiro AM, Nicholas JR (1989) Assessing the validity of the channel model of fracture aperture under field conditions. Water Resour Res 25:817–828

    Article  Google Scholar 

  • Silliman SE (1989) An interpretation of the difference between aperture estimates derived from hydraulic and tracer tests in a single fracture. Water Resour Res 25(10):2275–2283

    Article  Google Scholar 

  • Silpack Inc. (1996) Silpack Inc. Technical data sheet. Silpack Inc., Pamona, CA, USA, 4 pp

  • Snow DT (1965) Parallel plate model of fractured permeable media. PhD Thesis, Univ. of Calif., Berkeley, CA

  • Snow DT (1968) Rock fracture spacings, openings, and porosities. J Soil Mech Fdns Div Am Soc Civ Engrs 94(SM1):73–91

    Google Scholar 

  • Snow DT (1969) Anisotropic permeability of fractured media. Water Resour Res 5:1273–1289

    Article  Google Scholar 

  • Tsang YW (1992) Usage of “equivalent apertures” for rock fractures as derived from hydraulic and tracer tests. Water Resour Res 28(5):1451–1455

    Article  Google Scholar 

  • Tsang YW, Tsang CF (1987) Channel model of flow through fractured media. Water Resour Res 23(3):467–479

    Article  Google Scholar 

  • Tsang YW, Tsang CF, Neretnieks I, Moreno L (1988) Flow and tracer transport in fractured media: a variable aperture channel model and its properties. Water Resour Res 24(12):2049–2060

    Article  Google Scholar 

  • Vickers BC, Neumann SP, Sully MJ, Evans DD (1992) Reconstruction and geostatistical analysis of multiscale fracture apertures in a large block of welded tuff. Geophys Res Lett 19(10):1029–1032

    Article  Google Scholar 

  • Voss CF, Shotwell LR (1990) An investigation of the mechanical and hydrologic behavior of tuff fractures under saturated conditions. In: Proceedings of High Level Radioactive Waste Management. American Nuclear Society, La Grange Park, Ill, pp 825–834

  • Witherspoon PA, Wang JSY, Iwai K, Gale JE (1980) Validity of the cubic law for fluid flow in a deformable rock fracture. Water Resour Res 16(6):1016–1024

    Article  Google Scholar 

Download references

Acknowledgements

The initial stages of this work were performed at the University at Buffalo with pilot grants from the Mark Diamond Fund and the Geological Society of America. A Research Incentive Grant from the Research Foundation at Buffalo State College assisted in the completion of this study. The authors would like to thank the above organizations and to thank the reviewers and editors who have helped bring this article to press.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Elisa Bergslien.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Bergslien, E., Fountain, J. Examining the utility of epoxy replicas of single, natural fractures in dolostone for visualization experiments. Hydrogeol J 16, 43–53 (2008). https://doi.org/10.1007/s10040-007-0223-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10040-007-0223-8

Keywords

Navigation