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040 |aCaOODSP|beng|erda|cCaOODSP
041 |aeng|bfre
043 |an-cn-on
0861 |aEn13-5/90-96E-PDF
1001 |aLapcevic, P. A., |eauthor.
24514|aThe characterization of two discrete horizontal fractures in shale / |cby P.A. Lapcevic, K.S. Novakowski and J.A. Cherry.
264 1|aBurlington, Ontario : |bCanada Centre for Inland Waters, National Water Research Institute ; |aWaterloo, Ontario : |bUniversity of Waterloo, Waterloo Centre for Groundwater Research, |cNovember 1990.
300 |a1 online resource (11 pages) : |billustrations, graphs.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
4901 |aNWRI contribution ; |v90-96
500 |a"RRB 90-68."
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
504 |aIncludes bibliographical references (pages 9-11).
5203 |a"Leachates originating from landfills land industrial sites in Southern Ontario can contaminate water supplies by groundwater migration through fractures within shale bedrock. Flow and mass transport through fractures has traditionally been characterized using the parallel plate model whereby the fracture walls are approximated by parallel plates which are separated by a uniform opening. Previous studies have shown that even within relatively small areas, fractures have a much more complex geometry which must be accounted for when estimating groundwater velocity and contaminant transport. The purpose of this study is to examine in detail the nature of two single fractures within the shale in order to provide a more realistic conceptual model of flow and transport"--Abstract.
546 |aIncludes abstract and management perspective in English and French.
69207|2gccst|aGroundwater
69207|2gccst|aSedimentary rocks
69207|2gccst|aModels
7001 |aNovakowski, Kent S., |eauthor.
7001 |aCherry, J. A., |eauthor.
7101 |aCanada. |bEnvironment Canada.
7102 |aCanada Centre for Inland Waters.
7102 |aWaterloo Centre for Groundwater Research‏.
7102 |aNational Water Research Institute (Canada)
830#0|aNWRI contribution ;|v90-96.|w(CaOODSP)9.844121
85640|qPDF|s1.73 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-90-96-eng.pdf