SMALL DAMS PETITS BARRAGES
SMALL DAMS PETITS BARRAGES
SMALL DAMS PETITS BARRAGES
- TAGS
- dams
- petits
- barrages
- cbdb.org.br
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visual means to detect data acquisition errors, to determine trends or cyclic effects, to<br />
compare behavior with other instruments, and to predict future behavior.<br />
Time History Plot – Time history plots display time versus the change in parameter<br />
such as water, seepage, pore water pressure, displacements and temperature can be plotted<br />
against time.<br />
Engineering Analysis – Data analysis is the interpretation and evaluation of the data<br />
as affected by various conditions. At every step of the analysis, the evaluator should be<br />
conscious of the potential for invalid data and the improper use of the calculations, so that<br />
incorrect interpretations are not made. Proper analysis will address two basic aspects of dam<br />
safety monitoring: performance of the instrument system, and the performance of the structure<br />
or feature that is being monitored.<br />
An analytical technique can be considered the viewing of the current information in the<br />
context of past experience, and the predicted behavior of the monitored feature. The review<br />
and analysis personnel should consider the following technique when analyzing the data:<br />
� Compare current data with the most recent data set to detect anomalies or instrument<br />
malfunctions;<br />
� Compare the current data point with historical performance over a significant period of<br />
time, to ascertain consistency of instrument performance;<br />
� Compare current data point with the initial reading for that point to determine the<br />
magnitude of change over time;<br />
� Compare the performance of instruments installed in similar positions of the dam or<br />
its foundations, but in different cross sections, to understand their similarities and differences;<br />
� Compare trends of behavior over time with trends predicted during design, with<br />
values relating to calculated factors of safety, and with any other predicted behavior;<br />
� Compare trends of behavior over time with trends observed with the monitoring of<br />
other dams, with similar type, dimensions and geological conditions.<br />
Formal Reporting and Documentation<br />
Formal presentation of data may be different than the plotting prepared for data analysis,<br />
because it summarize and present data to show trends, enable comparison of predicted<br />
design behavior with actual behavior, document key aspects of the instrumentation monitoring<br />
program, and identify necessary remedial measures.<br />
The text of the report should discuss changes and identify trends and rate of change with<br />
time. Specific values should be stated in units that are meaningful and understandable. A<br />
specific statement should be made with regard to the engineering judgment of the situation,<br />
the acceptability of the condition, and the intention for following.<br />
Frequency of Readings<br />
The following frequency readings are recommended for the monitoring instrumentation<br />
of small earthfill and rockfill dams, as a minimum. These frequencies need to be increased<br />
when some special events happen, such as:<br />
� Sudden upward or downward of the reservoir level, with rate higher then 1.0 m/day;<br />
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