Flower Creek Dam Improvements (Ongoing) City of Libby
Flowers Creek Dam History
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Project History Since originally constructed, the dam has exhibited significant leakage on the dam face through numerous construction joints, resulting in considerable carbonation and iron leachate buildup. This was likely from substandard original concrete with high water-to-cement ratio. The dam was repaired in 1966 in areas of the upstream and downstream face with higher quality concrete. In 1995, a synthetic liner was installed on the upstream face to reduce the seepage. In 2009, an inspection revealed seepage was becoming more of a problem. The DNRC recommended that the City perform core drilling to determine concrete strength. Numerous core samples were taken in 2010 and the results of the sampling showed that the effective strength of the concrete was less than 1000 psi which resulted in a risk of failure during seismic events or if the reservoir level is cycled or drained. As a result of the findings, the City of Libby began a substantial effort to analyze the existing dam, and looked at numerous alternatives for water sources and water storage for the City. Over a several year effort, it was decided to replace the existing dam with a new concrete gravity structure downstream of the existing dam. |
Work Breakdown
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