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Folsom Dam is a concrete gravity dam on the American River of Northern California in the United States, about northeast of Sacramento. The dam is high and long, flanked by earthen wing dams. It was completed in 1955, and officially opened the following year.
Located at the junction of the north and south forks of the American River, the dam was built by the United States Army Corps of Engineers, and was transferred to the United States Bureau of Reclamation upon its completion. The dam and its reservoir, Folsom Lake, are part of the Central Valley Project, a multipurpose project that provides flood control, hydroelectricity, irrigation, and municipal water supply. To increase Sacramento's flood protection to 200-year flood protection (meaning that the area is protected from a flood that has a 0.5% chance of occurring in any given year), the Corps of Engineers recently constructed an auxiliary spillway, which was completed in October 2017; it enables Folsom Dam operators to increase outflows to prevent the lake level from reaching or exceeding the height of the main dam gates.
Another Central Valley Project dam, Nimbus Dam, is located further down river.
The impounded water behind the dam forms Folsom Lake, with a normal maximum pool of and a surcharge capacity of , for a total capacity of . The original capacity was , but it has been reduced somewhat due to sedimentation. At its maximum elevation of , the reservoir covers , with of shoreline. The dam and reservoir control runoff from an area of , or 87.6% of the American River watershed. The average amount of runoff entering the reservoir is , forcing the release of for flood control.
Folsom Power Plant is located on the north side of the river, at the base of the dam. It has three with a combined capacity of 198.72 (MW), uprated from its original capacity of 162 MW in 1972. The power plant's electricity production is intermediate, between peaking and base load. It generally operates during the day, when the demand and price for electricity is the highest. The plant produces an average of 691,358,000 each year.
The current Folsom Dam replaced an earlier, smaller dam that had been completed in 1893 by Horatio Gates Livermore. The earlier dam had fed the Folsom Powerhouse, generating electricity that was transmitted to Sacramento over a -long distribution line, the longest electrical distribution system in the world at the time. The remains of the earlier dam can be seen downstream from the Folsom Lake Crossing.
Construction of the dam began in 1951 with preliminary excavations for the Folsom Power Plant. The primary contract was awarded to Savin Construction Corp. of East Hartford, Connecticut, and Merritt-Chapman & Scott of New York for $29.5 million, with oversight by the U.S. Army Corps of Engineers. On October 29, 1952, the first concrete was poured for the foundation. Flooding washed out the temporary cofferdam three times in 1953, delaying work and causing damage to Nimbus Dam which was also under construction at the time. Water storage in Folsom Lake began in February 1955, and the final concrete in the main dam was poured on May 17, 1955. The first hydroelectric power was generated in September of that year. In order to acquire the necessary land in the future Folsom Lake bed, the government had to relocate families on 142 properties, including the settlements of Mormon Island and Salmon Falls.
Even before the dam was complete, it demonstrated its effectiveness as a flood control facility during the record storms of December 1955, which completely filled Folsom Lake in a matter of weeks, and preventing $20 million of property damage. The dam was officially dedicated on May 5, 1956, and operation was transferred to the Bureau of Reclamation on May 14.
The hydraulic load on this type of spillway gate (Tainter gate) is transmitted from the cylindrical skin plate, which is in contact with the reservoir, through a number of struts to a convergence at the trunnion hub. The hub collects the load from the struts and transfers it across an interface to the trunnion pin, which is stationary and is connected to the dam. When the gate is operated, the hub rotates around the pin. The struts are primarily compression members, but friction at the pin-hub interface induces a bending stress during gate operation. Typically, and in this case, the struts are oriented such that the trunnion friction stress is applied to the weak axis of the struts (see Section modulus). To better handle these loads, the struts are connected with diagonal braces that take the stress as axial loads. At Folsom Dam, increasing corrosion at the pin-hub interface had raised the coefficient of friction and, therefore, the bending stress in the strut and the axial force in the brace. The capacity of the brace connection was exceeded and it failed. This caused the load to redistribute and the failure progressed, eventually buckling the struts.
After a year-long investigation, the Bureau of Reclamation attributed the failure to a design flaw: the Corps of Engineers, which designed the dam, did not consider trunnion friction (at the pin-hub interface) in the gate analyses. While this is true, this was one of five identical service gates that operated under the same circumstances for nearly 40 years without problems being observed. This suggests that the failure resulted from a condition that changed over time. Specifically, there was a gradual increase in the coefficient of friction at the pin-hub interface. While one would expect maintenance frequency to increase as a gate ages, Reclamation decreased the frequency of regular maintenance and lubrication over time due to budget constraints. In addition, the lubricant used by Reclamation did not conform to the Corps' original design specifications; it was a new, environmentally-friendly lubricant that was not sufficiently waterproof, allowing water to enter the pin-hub interface and cause the corrosion that resulted in increased friction.http://www.usbr.gov/ssle/damsafety/Risk/BestPractices/16-RadialGatesTrunnionFrictionPP201108.pdf
This failure caused no fatalities.
In February 1986, nearly 500,000 people faced the possibility of flooding when engineers at Folsom Dam were forced to open the spillway gates after heavy rains. The flooding was made worse by the failure of the Auburn Dam cofferdam upstream which released an extra into the American River. A peak flow of entered Folsom Lake, forcing operators at Folsom Dam to open all the spillway gates, releasing into the American River. This was above the safe capacity of downstream levees. Although the dam and the Sacramento levee system held without major damage, the requisite winter flood control space was increased 50%, from 400,000 to 600,000 acre feet, to protect against future floods. In addition, about of sediment carried down from the mountains was deposited in Folsom Lake, considerably reducing its capacity. The consequence was a reduced capacity to store winter rainfall for summer use. Folsom Dam may have prevented as much as $4.7 billion in damages in 1986 alone.
The New Year's Day storm of 1997 was the most severe in recent history, with a total inflow of 1 million acre feet (equal to the entire capacity of Folsom Lake) over a 5-day period. However, this time the Bureau of Reclamation was able to limit releases to less than . The 1997 storm was a classic example of a "rain on snow" event, during which a warm tropical storm melted existing snowpack at lower and middle elevations, effectively doubling the volume of runoff. Prior to the New Year's storm, the winter of December 1996 had also been one of the wettest ever recorded, saturating the ground and depositing a considerable amount of snow.
The Bureau of Reclamation's Safety of Dams Program determined the risk of flooding in the Sacramento area, labelling it as one of the most at-risk communities in the United States.
Two projects to increase flood protection are currently underway. The first will raise the surrounding dikes by to increase flood protection. The second, a new spillway, is designed to handle the runoff from large storms and snowmelt floods that might cause damage in the region. The new spillway is built with gates lower than the existing spillway, allowing for more efficient evacuation of reservoir storage before flooding events.
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Categories: Dams In California, Hydroelectric Power Plants In California, Buildings And Structures In Folsom, California, United States Bureau Of Reclamation Dams, Dams Completed In 1956, Energy Infrastructure Completed In 1956, Dams On The American River, Central Valley Project, 1956 Establishments In California
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