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| 01952nam 2200325za 4500 |
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| 001 | 9.849370 |
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| 003 | CaOODSP |
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| 005 | 20221107153912 |
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| 007 | cr ||||||||||| |
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| 008 | 180102s1986 onca|||fob f|00 0 eng d |
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| 040 | |aCaOODSP|beng |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn13-5/86-21E-PDF |
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| 100 | 1 |aBobba, A. G. |q(Arabinda Ghosh) |
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| 245 | 10|aMathematical model of contaminant transport through fracture-porous matrix system |h[electronic resource] / |cby A.G. Bobba. |
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| 260 | |aBurlington, Ont. : |bAquatic Physics and Systems Division, National Water Research Institute, |c[1986]. |
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| 300 | |a23, [12] p. : |bill. |
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| 490 | 1 |aNWRI contribution ; |v# 86-21 |
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| 500 | |a"Control No. AP147". |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references. |
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| 520 | 3 |a"A mathematical model for determining solute concentrations at a point within a cylindrically symmetrical conduit fracture/porous matrix system is described. Both convective and dispersive propagation is considered within the fracture subsystem, while only dispersive propagation is considered with the porous matrix subsystem. The two subsystems are coupled through continuity restrictions imposed at their interface boundary. The transport equations are then subjected to dimensionless analyses and solved utilizing an alternating direction implicit method technique. The dimensionless solute concentration profiles resulting from this model are then sketched and discussed"--Abstract. |
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| 692 | 07|2gccst|aModelling |
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| 692 | 07|2gccst|aHydrology |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada) |
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| 830 | #0|aNWRI contribution ;|vno. 86-21|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.71 MB|uhttps://publications.gc.ca/collections/collection_2018/eccc/En13-5-86-21-eng.pdf |
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