New Exchequer Dam
|New Exchequer Dam|
New Exchequer Dam and Lake McClure viewed from the air
|Location||Mariposa County, California|
|Owner(s)||Merced Irrigation District|
|Dam and spillways|
|Type of dam||Concrete–faced rockfill|
|Height||490 ft (150 m)|
|Length||1,220 ft (370 m)|
|Elevation at crest||879 ft (268 m)|
|Spillways||Gated ogee crest|
|Total capacity||1,024,600 acre feet (1.2638 km3)|
|Catchment area||1,040.1 sq mi (2,694 km2)|
|Surface area||7,147 acres (2,892 ha)|
|Max. length||29 mi (47 km)|
|Normal elevation||867 ft (264 m)|
|Hydraulic head||437 ft (133 m)|
|Installed capacity||94.5 MW|
|Annual generation||316,000,000 KWh|
New Exchequer Dam is a concrete–faced, rock-fill dam on the Merced River in central California in the United States. It forms Lake McClure, which impounds the river for irrigation and hydroelectric power production and has a capacity of more than 1,000,000 acre feet (1.2 km3). The Merced Irrigation District (MID) operates the dam and was also responsible for its construction.
Built between 1964 and 1967, the dam replaced the old arch type Exchequer Dam and stands 490 feet (150 m) high. At the time of completion, it was the largest dam of its kind in the world. The dam is named for the town of Exchequer which now lies under the reservoir, while the reservoir is named for Wilbur F. McClure, the State Engineer of California during construction.
In 1926, after five years of planning and construction, MID completed the Exchequer or "Great Exchequer" Dam across the Merced River six miles (9.7 km) above the town of Merced Falls. The dam was a concrete gravity–arch structure 326 feet (99 m) high, holding a 14-mile (23 km) lake with a capacity of 281,000 acre feet (347,000,000 m3) of water. Although the dam was to serve primarily for irrigation, power production began ceremoniously on June 23, 1926 with a press of a telegraph key by President Calvin Coolidge, starting the turbines at a 31 megawatt hydroelectric plant.
By the 1950s, it became apparent that the limited storage capacity at Exchequer was no longer enough to serve the needs of farmers in the Merced River valley. A high dam was proposed to be built just downstream, creating a reservoir nearly four times the size of Exchequer.
Construction of New Exchequer Dam began on July 8, 1964, directly downstream from the old concrete arch dam. Tudor Engineering Company of San Francisco was responsible for the design of the new dam. The dam wall was constructed in vertical zones, which consisted of compacted, alternating layers of coarse and fine material ranging in thickness from 1.6 to 66 feet (0.49 to 20.12 m). The old Exchequer Dam was incorporated as an upstream toe to help support the rock-fill embankment, which was then armored with a layer of reinforced concrete. The dam was topped out in early 1967 and the power plant went into commercial operation by July.
As the new reservoir filled, it inundated an additional 15 miles (24 km) of the Merced River canyon and buried sections of the historic Yosemite Valley Railroad and the mining town of Bagby under 50 feet (15 m) of water. New Exchequer was among the first high concrete–faced rock-fill dams in the world, and its untested design resulted in significant leakage, sometimes up to 100 cubic feet per second (2.8 m3/s). MID began to repair the leaks in the fall of 1985 under orders from the California Division of Safety of Dams.
The dam has been able to halt major floods in many instances, such as the New Year's Day Flood of 1997. However, it has not always been able to weather the worst droughts – such as in 1977, when the reservoir fell to just 75,000 acre feet (0.093 km3), a fourteenth of capacity, and in 1991, which saw historic low water levels of 66,100 acre feet (0.0815 km3).
Dimensions and usage
New Exchequer Dam stands 490 feet (150 m) high from the foundations and 479 feet (146 m) above the Merced River. The dam is 1,220 feet (370 m) long, 18 feet (5.5 m) wide at the crest, 1,000 feet (300 m) wide at the base and is composed of 5,169,000 cubic yards (3,952,000 m3) of fill. High water releases are controlled by an ogee-type, gated overflow spillway located about 2 miles (3.2 km) north of the dam. The dam's power station has a capacity of 94.5 megawatts and generates about 316 million kilowatt hours annually.
The reservoir has a storage capacity of 1,024,600 acre feet (1.2638 km3), of which 350,000 acre feet (0.43 km3) is reserved for flood control. At full pool, the reservoir has an elevation of 867 feet (264 m), with 7,147 acres (2,892 ha) of water and 82 miles (132 km) of shoreline. To fulfill downstream flood control requirements, the reservoir will only be allowed to rise into the flood-control pool if the flow downstream at Stevinson is forecast to exceed 6,000 cubic feet per second (170 m3/s).
MID has proposed raising the spillway gates of the dam, which would provide up to 70,000 acre·ft (0.086 km3) of additional storage. However, this has met with controversy because it would result in part-time flooding of a portion of the Merced River designated Wild and Scenic. Opponents also point out that the raise is unnecessary, since the reservoir has never overflowed due to flooding since its completion in the mid-1960s.
Lake McClure is also extensively developed for recreational activities, with 515 campsites, four boat ramps and two marinas. In 1992, the lake received 606,000 visitor-days, mostly from May to September.
- List of dams and reservoirs in California
- List of largest reservoirs of California
- List of power stations in California
- List of reservoirs and dams in California
- List of the tallest dams in the United States
- Water in California
- "New Exchequer Dam". Geographic Names Information System, U.S. Geological Survey. 1981-01-19. Retrieved 2011-08-01.
- "New Exchequer–Lake McClure (EXC)". California Data Exchange Center. California Department of Water Resources. Retrieved 2012-03-24.
- "Merced River Hydroelectric Project Relicensing". Federal Energy Regulatory Commission. Federal Register. 2012-03-16. Retrieved 2012-03-24.
- "Appendix X: Hydropower and Electric Grid Analysis of Lower San Joaquin River Flow Alternatives". Evaluation of San Joaquin Flow and Southern Delta Water Quality Objectives and Implementation. California State Water Resources Control Board. February 2012. Retrieved 2012-03-24.
- "3.9 Energy Resources". Meeting Flow Objectives for the San Joaquin River Agreement 1999–2010: Environmental Impact Statement and Environmental Impact Report. San Joaquin River Group Authority. 1999-01-28. Retrieved 2012-03-24.
- "History of the District". Merced Irrigation District. Retrieved 2012-03-25.
- "Huge Dam to Form Mountain Lake for Water and Power". Popular Science 180 (5): 43. 1926.
- "Old dam topped by water flowing to successor". Popular Science 189 (3): 119. 1966.
- Tančev, Ljubomir (2005). Dams and Appurtenant Hydraulic Structures. Taylor & Francis. p. 279. ISBN 9-05809-586-X.
- "Merced River Development Project". Journal of the Surveying and Mapping Division. 94–95 (1): 203–205. 1968.
- "The Disappearance of Bagby–As told through these newspaper accounts". Mariposa County Genealogy & Historical Research. Retrieved 2012-03-25.
- Kane, William D. (1985-09-04). "Low water level exposing old Exchequer Dam". The Modesto Bee.
- "USGS Gage #11269500 on Lake McClure at Exchequer, CA". National Water Information System. U.S. Geological Survey. 1926–1999. Retrieved 2012-03-26.
- "Merced National Wild & Scenic River Status and the Merced Irrigation District New Exchequer Dam Project". Friends of the River. 2011-03-10. Retrieved 2012-03-25.
- "Chapter 3: Central Valley Flood Management Systems". Post–Flood Assessment for 1983, 1986, 1995, and 1997. Auburn Dam Council. p. 37. Retrieved 2012-03-25.
- "New Exchequer Dam Spillway Modification Project Fact Sheet". Merced Irrigation District. Retrieved 2011-08-01.
- Hooker, Megan (2013-03-15). "Bill To Roll Back Merced Wild And Scenic Boundary Reintroduced (CA)". American Whitewater. Retrieved 2014-03-16.
- "Affected Environment: Recreation". Administrative Final EIS/EIR. San Joaquin River Group Authority. 1999-01-28. Retrieved 2012-08-26.