ALGOR AROUND THE WORLD - Zimbabwe
Algor Software Helps Engineer to Design Arch Dams
| Mr. Laxman used Algor software to analyze and optimize
the Mtshabezi Dam, shown here under construction, as well as the
Silverstroom Dam. Analyses revealed zones of high compressive
stress. Higher strength concrete was used in these areas to compensate.
|
Mr. Manoj Laxman, an engineer at the Department of Water Development
in Zimbabwe, designs dams with the aid of Algor. One of his latest
projects is the proposed Silverstroom Dam, a 74 meter high, double
curvature concrete arch dam.
The dam will be located in Mashonaland Central Province, 115 kilometers
north of Harare. The reservoir will be capable of storing 140
million cubic meters of water and will provide 33.3 million cubic
meters of water annually to supply the town of Centenary and to
irrigate export crops such as soya, citrus and tobacco.
 | Mr.
Manoj Laxman is a designer for the Department of Water Development
in Zimbabwe. He uses Algor software to design and analyze dams. |
Modeling and Preliminary Analysis
Mr. Laxman modeled the dam in Superdraw II based on previous designs.
The final design was determined through several cycles of layout,
linear static stress analysis, evaluation and improvement. In
this case it took only four such cycles to arrive at the optimum
solution.
The results of the preliminary analyses indicated that the angle
of the curve was too high. Three adjustments were necessary before
the compression and deflection results were satisfactory. The
improved shape of the fourth model not only made it stronger,
but also thinner than the second model.
 | The
second model of the Silverstroom Dam. This model is displaced.
The gray lines indicate the undisplaced position. |
A Crackerjack Analysis
The fourth model was then tested further. Mr. Laxman carried out
a cracked model analysis. The model had been created three elements
deep to allow a crack to be added either one- or two-thirds through
the thickness of the wall. Cracks were modeled in high tension
zones and analyses were performed. Additional cracks were added
until all excessive tensile stresses were eliminated. The compressive
stresses in the model were then checked to ensure that they did
not exceed the design strength. "
The hide element option became very useful when observing stresses
in the model," said Mr. Laxman. "The stresses in the
Vogt elements, which were used to simulate foundation displacement
during loading, are meaningless compared to the foundation displacement.
Therefore, it is essential to hide the Vogt elements when observing
the stresses to ensure visualization of the meaningful elements."
About Algor
"A significant advantage in using the Algor finite element
system for arch dam analysis is the great detail received from
the results," said Mr. Laxman. "The designer is therefore
able to converge on an optimum solution in fewer trials, i.e.,
in four trials using Algor, compared with fifty trials using traditional
means. "
Another advantage of the Algor program is the tremendous confidence
you gain in the design due to the powerful visualization capabilities
such as the 3-D displaced model facility which is an essential
feature in the design of arch dams. "
The 3-D displacements and stresses give a much better understanding
of the behavior of arch dams compared to traditional programs.
An ideal displacement is one in which we get a perfect shortening
of the arch during loading with no unsymmetric effects and no
unnecessarily induced bending moments. This leads to a better
stress distribution in the dam. "
By observing the magnified 3-D displacements, it is easily possible
to assess whether the angle of the log spiral curve is correct,
too large, or too small. It is mainly the deflected shape that
guides me toward the optimal solution."
Looking to the Future
Mr. Laxman plans to use Algor on small and large projects in and
around Zimbabwe. He intends to incorporate nonlinear analysis
and the use of gap elements in future models. He is also working
on automating the cracking process. Algor will be used to analyze
the proposed Gwai-Shangani Dam, a cylindrical gravity arch dam
with a maximum height of 63 meters, which will supply the future
water demands for the city of Bulawayo.
 | This
is the final model of the Silverstroom Dam in Zimbabwe. |
Copyright © 1995 Algor, Inc. All rights reserved.
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