Seepage flow across a discontinuity in hydraulic conductivity

Isaacs, L. T. (Lewis Thomas) Seepage flow across a discontinuity in hydraulic conductivity. St. Lucia: Dept. of Civil Engineering, University of Queensland, 1982.

Attached Files (Some files may be inaccessible until you login with your UQ eSpace credentials)
Name Description MIMEType Size Downloads
Read with bookreader  TA1_U4956_NO38.pdf Full text application/pdf 3.14MB 8
Author Isaacs, L. T. (Lewis Thomas)
Title Seepage flow across a discontinuity in hydraulic conductivity
Place of Publication St. Lucia
Publisher Dept. of Civil Engineering, University of Queensland
Publication year 1982
Sub-type Non-fiction
Series Research report (University of Queensland. Dept. of Civil Engineering) ; no.CE 38.
Language eng
Total pages 17
Year available 1982
Subjects 290800 Civil Engineering
Formatted Abstract/Summary

Synopsis

 

Mathematical analyses of seepage flows use transfer conditions to match solutions across discontinuities in hydraulic conductivity. It can be shown that the transfer conditions are not compatible, in general, with the boundary conditions for an impervious boundary and for the phreatic line. The implications of these incompatibilities and of the deflection of the streamline as it crosses the discontinuity are discussed. 
Keyword Seepage
Q-Index Code AX
Q-Index Status Provisional Code
Institutional Status Unknown

 
Citation counts: Google Scholar Search Google Scholar
Access Statistics: 18 Abstract Views, 8 File Downloads  -  Detailed Statistics
Created: Thu, 16 Aug 2012, 11:11:39 EST by Talha Alam on behalf of The University of Queensland Library