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Crystal Dam
Crystaldamogeespillway.jpg
Crystal Dam with overflowing spillway
Crystal Dam is located in Colorado
Crystal Dam
Location of Crystal Dam in Colorado
Location Cimarron, Gunnison County, Colorado, USA
Coordinates 38°30′38.48″N 107°37′30.60″W / 38.5106889°N 107.6251667°W / 38.5106889; -107.6251667
Construction began 1972
Opening date 1977
Operator(s) U.S. Bureau of Reclamation
Dam and spillways
Type of dam Concrete thin arch
Impounds Gunnison River
Height 323 feet (98 m)
Length 620 feet (190 m)
Width (crest) 10 feet (3.0 m)
Width (base) 29 feet (8.8 m)
Dam volume 154,400 cu yd (118,000 m3)
Spillway type Ungated ogee-crest to plunge pool
Reservoir
Creates Crystal Reservoir
Total capacity 26,000 acre-feet (0.032 km3)
Catchment area 3,970 sq mi (10,300 km2)
Surface area 301 acres (122 ha)
Power station
Hydraulic head 209 ft (64 m)
Turbines 1 x 31.57 MW Francis turbine
Installed capacity 31.5 MW
Annual generation 137,950,098 KWh

Crystal Dam is a 323-foot-tall (98 m), double-curvature, concrete, thin arch dam located 6 miles downstream from Morrow Point Dam on the Gunnison River in Colorado, United States. Crystal Dam is the newest of the three dams in Curecanti National Recreation Area; construction on the dam was finished in 1976. The dam impounds Crystal Reservoir. Crystal Dam and Reservoir are part of the Bureau of Reclamation's Wayne N. Aspinall Unit of the Colorado River Storage Project, which retains the waters of the Gunnison River and its tributaries for agricultural and municipal use in the American Southwest. The dam's primary purpose is hydroelectric power generation.

Description

Crystal Dam, like the higher Morrow Point Dam farther upstream, is a thin-shell arch dam, primarily planned to generate hydroelectric power. Unlike its upstream companions, excess water spills over the top of the dam through a notched-out, ungated spillway that can create a 227-foot (69 m) waterfall in times of overflow. Under normal conditions the river flows through an 11.5 feet (3.5 m) penstock to the 28 MW turbine. The dam is deep within the Black Canyon of the Gunnison in pre-Cambrian metamorphic rock.

History

Glen Canyon Dam, turbine runner 01
A Francis-type turbine removed in 1989 from Crystal Dam Powerplant is currently displayed at Glen Canyon Dam.

Crystal Dam was the last of the three dams in the Aspinall Unit of the Colorado River Storage Project to be completed. Crystal Dam's design and construction lagged behind Morrow Point and Blue Mesa dams. Construction started in 1964 on a materials borrow pit, with construction at the damsite beginning in 1965 for an access road and exploratory drilling. Work then stopped for five years. Initially planned as an earth-fill dam, the design was changed to a double-curvature, thin-shell concrete arch dam. After an initial bidding process in which all bid were rejected as too high, a contract for the diversion tunnel was awarded in 1972, which was holed through the same year. The construction contract for the dam itself was awarded to the J.F. Shea Company in June 1973. Cofferdam work continued into 1974, encountering problems with leakage though the upstream cofferdam; 24-inch (61 cm) wells were drilled below the cofferdam to intercept water. In the meantime, the dam foundation was excavated, with first concrete placement in June. Excavation and concrete work for the powerplant started the same year. Concrete work stopped in November, and resumed in April 1975. Work was behind schedule; the dam was supposed to be completed by December 1975. Concrete work resumed in April 1976, with final completion of the dam structure on August 30, 1976. Filling operations in the reservoir began on March 14, 1977, permanently blocking the diversion tunnel on April 12. The powerplant was not completed until 1978, the victim of a fire in the contractor's warehouse that destroyed many electrical components intended for the plant.

Because of Crystal Dam's then-new design, and as a result of the failure of the contemporary Teton Dam in 1976, Crystal Dam was inspected in 1978 by divers to verify the integrity of the structure.

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