TECHNICAL PAPERS
Jan 1, 2005

Constriction Size of Geotextile Filters

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 1

Abstract

Filtration performance of nonwoven geotextiles strongly depends on pore opening constriction size, i.e., the minimum opening size of flow channels across the geotextile. Currently available methods of pore opening characterizations do not provide accurate information about the constriction size. This paper presents the constriction size distributions of eleven nonwoven geotextiles commonly used as filters based on a probabilistic approach coupled with image analysis, named constriction size (CONS). The image analysis method was developed using mathematical morphology operations. Randomness in the structure of geotextile media was modeled using Markov chain processes. Two characteristic constriction sizes, C95 and C50 , were determined and compared with the available results from laboratory tests, theoretical equations, and manufacturer’s reported apparent opening sizes. The CONS-based C95 constriction size was comparable to C95 determined using the bubble point test. On the other hand, the CONS-based C95 was consistently lower than the manufacturer’s reported apparent opening size, which is typically determined on the basis of the dry sieving test. Similarly, the CONS-based C95 , was highly comparable with the value suggested by a theoretical equation. The observed differences in the constriction sizes determined by CONS versus the available physical tests may be reflective of the nature and indirectness of the physical tests rather than inaccuracies associated with CONS, which is based on direct observation of pore openings.

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Acknowledgments

The writers would like to express their appreciation to Mr. Brian Hess, manager of the Thin Section Laboratory of the Department of Geology and Geophysics at the University of Wisconsin-Madison, for his assistance and guidance during the specimen preparation. Dr. Gregory B. Baecher and Dr. David J. Lovell of the University of Maryland are thanked for reviewing the initial draft of this paper.

References

American Society for Testing and Materials (ASTM). (2003a). “Standard test method for determining apparent opening size of a geotextile.” D4751, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2003b). “Standard test methods for pore size characteristics of membrane filters by bubble point and mean flow pore test.” F316, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2003c). “Test methods for water permeability of geotextiles by permittivity.” D4491, West Conshohocken, Pa.
Aydilek, A. H. (2000). “Filtration performance of geotextile-wastewater sludge systems.” PhD dissertation, Univ. of Wisconsin-Madison, Madison, Wis.
Aydilek, A. H., Oguz, S. H., and Edil, T. B. (2002). “Digital image analysis to determine pore opening size distribution of nonwoven geotextiles.” J. Comput. Civ. Eng., 16(4), 280–290.
Bhatia, S. K., Huang, Q., and Smith, J. L. (1993). “Application of digital image processing in morphological analysis of geotextiles.” Proc., Digital Image Processing: Techniques and Applications in Civil Engineering, ASCE, New York, 95–108.
Bhatia, S. K., Moraille, J., and Smith, J. L. (1998). “Performance of granular vs. geotextile filters in protecting cohesionless soils.” Proc., Filtration and Drainage in Geotechnical/Geoenvironmental Engineering, Vol. 78, ASCE, Reston, Va., 1–29.
Bhatia, S. K., and Smith, J. L. (1995). “Application of the bubble point method to the characterization of the pore size distribution of geotextile.” Geotech. Test. J., 18(1), 94–105.
Bhatia, S. K., and Smith, J. L. (1996). “Geotextile characterization and pore size distribution: Part II. A review of test methods and results.” Geosynthet. Int., 3(2), 155–180.
Bhatia, S. K., Smith, J. L., and Christopher, B. R. (1994). “Interrelationship between Pore Openings of Geotextiles and Methods of Evaluation.” Proc., 5th Int. Conf. on Geotextiles, Geomembranes and Related Products, Vol. 2, Singapore, 705–710.
Bhatia, S. K., Smith, J. L., and Christopher, B. R. (1996). “Geotextile characterization and pore size distribution: Part III. Comparison of methods and application to design.” Geosynthet. Int., 3(3), 301–328.
Chow, C. K., and Kaneko, T. (1971). “Boundary detection of radiographic images by a threshold method.” Proc., IFIP Congress, 130–134.
Elsharief, A. M. (1992). “Effects of the structural properties of geotextiles on their filtration behavior.” PhD dissertation, Purdue Univ., West Lafayette, Ind.
Elsharief, A. M., and Lovell, C. (1996). “Determination and comparisons of the pore structure of nonwoven geotextiles.” Recent developments in geotextile filters and prefabricated drainage geocomposites, ASTM STP 1281, S. K. Bhatia and L. D. Suits, eds., Philadelphia, 35–55.
Faure, Y. H., Gourc, J. P., and Gendrin, P. (1990). “Structural study of porometry and filtration opening size of geotextiles.” Geosynthetics: microstructure and performance, ASTM STP 1076, I. D. Peggs, ed., Philadelphia, 102–119.
Fischer, G. R., Holtz, R. D., and Christopher, B. R. (1990). “Filter criteria based on pore size distribution.” Proc., 4th Int. Conf. on Geotextiles, Geomembranes and Related Products, Vol. 1, The Hague, Netherlands, 289–294.
Giroud, J. P. (1996). “Granular filters and geotextile filters.” Proc., Geofilters ’96, Montréal, 565–680.
Giroud, J. P., Delmas, P., and Artières, O. (1998). “Theoretical basis for the development of a two-layer geotextile filter.” Proc., 6th Int. Conf. on Geosynthetics, Atlanta, 1037–1044.
Glantz, R., and Schuler, U. (1996). “Pore networks of granular filters.” Proc., Geofilters ’96, Industrial Fabrics Association International, Montreal, 75–84.
Gourc, J. P., and Faure, Y. H. (1990). “Soil particle, water, and fiber-A fruitful interaction now controlled.” Proc., 4th Int. Conf. on Geotextiles, Geomembranes and Related Products, The Hague, The Netherlands, 949–971.
Haralick, R. M., Sternberg, S. R., and Zhuangk, X. (1987). “Image analysis using mathematical morphology.” IEEE Trans. Pattern Anal. Mach. Intell., 9(4), 532–550.
Harr, M. E. (1977). Mechanics of particulate media: A probabilistic approach, McGraw-Hill, New York.
Indraratna, B., and Locke, M. (2000). “Analytical modeling and experimental verification of granular filter behavior.” Filters and drainage in geotechnical and geoenvironmental engineering, W. Wolski and J. Mlynarek, eds., Balkema, Rotterdam, The Netherlands, 3–26.
Jang, D. J., Frost, D. J., and Park, J. Y. (1999). “Preparation of epoxy impregnated sand coupons for image analysis.” Geotech. Test. J., 22(2), 147–158.
Kapur, J. N., Sahoo, P. K., and Wong, A. K. C. (1985). “A new method for gray-level picture thresholding using the entropy of the histogram.” Comput. Vis. Graph. Image Process., 29(3), 273–285.
Kemeny, J. G., and Snell, J. L. (1960). Finite Markov chains, Van Nostrand, Princeton, N.J.
Kenney, T. C., Chahal, R., Chiu, E., Ofoegbu, G. I., Omange, G. N., and Ume, C. A. (1985). “Controlling constriction size of granular filters.” Can. Geotech. J., 2(1), 32–43.
Kijima, M. (1997). Markov processes for stochastic modeling, Chapman and Hall, New York.
Kuo, C. Y., and Frost, J. D. (1996). “Uniformity evaluation of cohesionless specimens using digital image analysis.” J. Geotech. Eng., 122(5), 390–396.
Locke, M., Indraratna, B., and Adikari, G. (2001). “Time-dependent particle transport through granular filters.” J. Geotech. Geoenviron. Eng., 127(6), 521–529.
Masad, E., Muhunthan, B., and Crowe, C. (2002). “Numerical modeling of fluid flow in microscopic images of granular materials.” Int. J. Numer. Analyt. Meth. Geomech., 26(1), 53–74.
Masounave, J., Denis, R., and Rollin, A. L. (1980). “Prediction of hydraulic properties of synthetic nonwoven fabrics used in geotechnical work.” Can. Geotech. J., 17, 517–525.
Matheron, G. (1971). “Les polyèdres possoniens isotropes (isotropic possonian polyhedra).” Internal Rep. from the Centre de Morphologie Mathématique, Fontaineblau, France.
Matlab Version 5 User’s Guide (2001). Prentice–Hall, Englewood Cliffs, N.J.
Pixera (2003). User’s manual, Pixera Corporation, Los Gatos, Calif.
Prapaharan, S., Holtz, R. D., and Luna, J. D. (1989). “Pore size distribution of nonwoven geotextiles.” Geotech. Test. J., 12(4), 261–268.
Rigo, J. M., Lhote, F., Rollin, A. L., Mlynarek, J., and Lombard, G. (1990). “Influence of geotextile structure on pore size determination.” Geosynthetics: Microstructure and performance, ASTM STP 1076, I. D. Peggs, ed., Philadelphia, 90–101.
Rollin, A. L., Denis, R., Estaque, L., and Masounave, J. (1982). “Hydraulic behavior of synthetic non-woven filter fabrics.” Can. J. Chem. Eng., 226–234.
Serra, J. P. (1982). Image analysis and mathematical morphology, Vol. 1, Academic, San Diego.
Smith, J. L. (1993). “The pore size distribution of geotextiles.” Master’s thesis, Syracuse Univ., Syracuse, N.Y.
Van der Sluys, L., and Dierickx, W. (1991). “Comparative studies of different porometry determination methods for geotextiles.” Geotext. Geomembr., 9, 183–198.
Vermeersch, O. G., and Mlynarek, J. (1996). “Determination of the pore size distribution of nonwoven geotextiles by a modified flow porometry technique.” Recent developments in geotextile filters and prefabricated drainage geocomposites, ASTM STP 1281, S. K. Bhatia and L. D. Suits, eds., Philadelphia.
Vermeersch, O. G., Mlynarek, J., and Descrochers, J. F. (1997). “Pore size distribution of nonwoven geotextile filters under compression stress.” Proc., Geosynthetics ’97, Industrial Fabrics Association International, Long Beach, Calif., 1109–1121.
Wayne, M. H., and Koerner, R. M. (1993). “Correlation between long-term flow testing and current geotextile filtration design practice.” Proc., Geosynthetics ’93, Vol. 1, Industrial Fabrics Association International, Vancouver, Canada, 501–517.
Wittman, L. (1979). “The process of soil filtration-Its physics and the approach in engineering design.” Proc., 7th European Conf. on Soil Mechanics-Design Parameters in Geotechnical Engineering, Vol. 1, 303–310.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 1January 2005
Pages: 28 - 38

History

Received: Feb 12, 2003
Accepted: Apr 30, 2004
Published online: Jan 1, 2005
Published in print: Jan 2005

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Authors

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Ahmet H. Aydilek, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1163 Glenn Martin Hall, College Park, MD 20742. E-mail: [email protected]
Seyfullah H. Oguz [email protected]
Staff Systems Engineer, Qualcomm, Inc., 5775 Morehouse Dr., AM-215F, San Diego, CA 92121. E-mail: [email protected]
Tuncer B. Edil, M.ASCE [email protected]
Professor & Chair, Dept. of Geological Engineering, and Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706. E-mail: [email protected]

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