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The remedial work involves excavating the downstream toe of the embankment to a depth of about six meters and the reconstruction of the embankment with collapsible filters and an engineered rock fill. To avoid compromising the safety of the dam, this work is being carried out one section at a time, each section being ten meters wide.
Other instruments have been connected to an automatic data acquisition system so that site engineers have near real-time readings. These instruments include three EL in-place inclinometers and six VW piezometers. The piezometers monitor the piezometric pressure in the embankment upstream of the construction zone. The in-place inclinometers and VW piezometers are connected to a Campbell Scientific CR10X data logger which is located on the embankment. A computer at the site office, about 300 meters away, retrieves data via a shorthaul modem. Slope Indicator's MultiMon program then processes and updates a graphic display of the site every 15 minutes.
The program has three color-coded alarm levels. Green indicates normal data, but if any reading exceeds a particular alarm threshold, its data box turns yellow or red. In addition, an auto-dialer is activated to deliver a preprogrammed message to Bardavcol personnel, advising them of the alarm status and the location of the sensor that triggered the alarm. An emergency response procedure is in place so that actions can be taken, depending on the severity of the alarm condition. Thanks to Mike Matthews of Bardavcol for this story and the site photographs. Previous Stories |