Numerical solution of a special seepage infiltration problem

Isaacs, L. T. (Lewis Thomas) Numerical solution of a special seepage infiltration problem. St. Lucia: Dept. of Civil Engineering, University of Queensland, 1980.

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_NO17.pdf Full text Click to show the corresponding preview/stream application/pdf 3.20MB 21
Author Isaacs, L. T. (Lewis Thomas)
Title Numerical solution of a special seepage infiltration problem
Place of Publication St. Lucia
Publisher Dept. of Civil Engineering, University of Queensland
Publication year 1980
Sub-type Other
Series Research report (University of Queensland. Dept. of Civil Engineering) ; no. CE 17.
Language eng
Total number of pages 13
Subjects 290800 Civil Engineering
Formatted Abstract/Summary

Synopsis

A special problem arises when (i) the tailings deposited behind an embankment are impermeable relative to the embankment, and (ii) the depth of tailings becomes large. Under these conditions, the seepage discharge into the embankment from free water above the tailings depends on the conditions in the region of the interface between the free water and the embankment. A mathematical model for this region is given and a solution procedure based on the inverse problem and the use of the finite difference method is described. Numerical results for a range of embankment slopes between 25 degrees and 66 degrees are presented. 

Keyword Seepage -- Mathematical models
Numerical calculations
Q-Index Code AX
Q-Index Status Provisional Code
Institutional Status Unknown

 
Citation counts: Google Scholar Search Google Scholar
Access Statistics: 156 Abstract Views, 24 File Downloads  -  Detailed Statistics
Created: Mon, 20 Aug 2012, 14:41:12 EST by Miss Wendy James on behalf of Social Sciences and Humanities Library Service