Unformatted text preview: Based on interpolation with Bessel function tables. 2. Obtained from the reaction heat flow summation of 1.41246 x 360°/5°. ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–359 VM163: Groundwater Seepage (Permeability Analogy)
Reference: D. R. J. Owen, E. Hinton, A Simple Guide to Finite Elements, Pineridge Press Ltd.,
Swansea, U. K., 1980, pg. 89, article 7.4. Analysis Type(s): Thermal Analysis (ANTYPE = 0), with Analogous Seepage Variables Element Type(s): 2-D Thermal Solid Elements (PLANE55) Input Listing: vm163.dat Test Case
An opened top and bottom circular steel caisson separates a low level excavation from the surrounding ground.
Determine the groundwater seepage flow rate q beneath the caisson for fully saturated soil. The pressure head
is T1 with respect to a datum To at the bottom of the caisson. Show the pressure contours and the flow path. Figure 163.1 Groundwater Seepage Problem Sketch Material Properties
k = permeability = 0.864 m/day a = 3.5 m
c = 10 m
To = 0 m (at Y = 7 m)
T1 = 3 m (at Y = 10 m) Analysis...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.
- Spring '09
- The Land