Teton Dam Failures

2094 Words5 Pages

Dams are an important infrastructure that in some cases prevents seasonal flooding damage, as was the intention of the Teton Dam near Rexburg, Idaho. Built by the United States Bureau of Reclamation, the embankment dam was cheap to construct but failed in early June 1976. Some scientists have hypothesized that this failure was caused by wet seams that may have been present on the right abutment, as they were found on the left abutment following the collapse. Wet seams are seepage zones between the embankment and the sides of the valley (Leonards and Davidson, 1984). This is one of many theories and factors that led to the failure of the Teton Dam, and whether or not this could have been prevented has yet to be determined. However, research …show more content…

Planning first began in the 1930s, however, it was stonewalled by environmentalists who believed that it would cause more harm than good to erect this dam in the tentative location and filed multiple lawsuits against the Bureau (Hyndman and Hyndman, 2011). Congress, after the dismissal of the complaints, approved the project in 1964 and eight years later construction began (Gunn, 2006; Hyndman and Hyndman, 2011). The purpose of the dam was not only for providing irrigation water and hydroelectric power to eastern Idaho, as the soil is rich in minerals that makes for good farming, but for recreational purposes and flood control (Hyndman and Hyndman, 2011; Smalley, 1992). The annual spring flooding caused extensive damage, and the Bureau of Reclamation proposed this as the only practical means of controlling it (US Gov., 1976). The Teton Dam was completed in October 1975, and filling of the reservoir began almost immediately at approximately one foot of water per day (Hyndman and Hyndman, 2011; Seed and Duncan, 1987). Statistically the dam was 126 meters high, and 950 meters long and was set to hold 7650000 cubic meters of water (Smalley, 1992). It was a five zoned embankment with a compacted, centralized core built with the silt deposits near the site, as it had “good strength characteristics and …show more content…

The federal government has taken action in requiring “each federal agency to review its dam-safety activities and to strengthen its dam safety programs” (Gunn, 2006). Dams are now required to be inspected annually, with a detailed report of the dam every three years (Gunn, 2006). Moreover, “Congress passed several acts authorizing a natural dam-safety program” which works to protect Americans from dam failure, in addition to installing more instrumentation to monitor the dam’s stability (Gunn, 2006). Sherard (1987b) proposes that having bureaucracies design dams is dangerous and should be avoided; Seed and Duncan (1987) added that it should be reviewed by an outside group of engineers to ensure that no possible design flaw has been over looked. The Teton Dam was an inadequate and unacceptably designed for this environment, and any unanticipated conditions and problems with materials, such as low quality, should be taken into account (Sherard, 1987b; Seed and Duncan, 1987). The wet seam was a new discovery and a lesson in the hydrogeologic properties that were a result of the situation created by the Teton Dam (Sherard, 1987b). An additional lesson is that filling the reservoir at the recommended speed, in controlled conditions is essential, so that it is possible to lower the

Open Document