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Risks to the Glen Canyon Dam

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Glen Canyon Dam viewed from inside lower Glen Canyon

Glen Canyon Dam, a concrete arch dam on the Colorado River in the American state of Arizona, is viewed as carrying a large amount of risk, most notably due to siltation.[citation needed] The Colorado and San Juan rivers deposit large volumes of silt into Lake Powell, slowly decreasing its capacity. The sediment will eventually build up against the dam and could affect its safe operation and lead to its failure.[1]

The dam, anchored in unstable Navajo sandstone (sometimes said to be "solidified sand dunes"),[2] nearly failed in 1983 as the result of a flood on the upper Colorado River that led to extended use of its tunnel spillways. The spillways, designed for short-term use, soon underwent cavitation and began to fail. Emergency installation of eight-foot flashboards and other efforts narrowly averted total failure.

Siltation, concrete degradation, spillway operational problems, and unstable dam abutments are all key factors that affect the safe operation of the dam.[3] It is estimated that a breach of the dam would produce a floodwave that would overtop the Hoover Dam.[1][4] The dam's useful lifespan has been estimated by some to be no more than 85 to 100 years, and was described as "America's most regretted environmental mistake" by David Brower, then-head of the Sierra Club.[5] Different estimates by the Bureau of Reclamation and others suggest a lifespan of between 500–700 years.[6]

Overview

Main article: Glen Canyon Dam

Glen Canyon Dam is a concrete arch dam on the Colorado River in northern Arizona in the United States, just north of Page. The dam was built to provide hydroelectricity and flow regulation from the upper Colorado River Basin to the lower. Its reservoir is called Lake Powell, and is the second largest artificial lake in the country, extending upriver well into Utah. The dam is named for Glen Canyon, a colorful series of gorges, most of which now lies under the reservoir.

Construction of Glen Canyon Dam started in 1956 and was not finished until 1966. When the reservoir filled, the dam began to deliver a steady, regulated flow of water downstream and generate a cheap, plentiful supply of electricity. In 1983, major floods nearly led to the dam's collapse, but disaster was averted by a close margin. By taming floods and other factors that once characterized the Colorado, the dam has led to major physical and ecological changes in the lower river. Controversy continues over the effects both positive and negative of the dam, which has also been covered in many literary works.

Siltation

The Colorado River carries an estimated 45 million tons of sediment annually at Glen Canyon,[7] and as Lake Powell is the farthest large reservoir upstream on the Colorado River mainstem,[8] the sediment load is completely trapped in the reservoir as the Colorado discharges into it. This sediment is creating a steadily advancing "toe" of sediment, i.e. an underwater alluvial fan, that is advancing towards the dam. It is estimated that the sediment will reach the dam base in a minimum as low as eighty to one hundred years[1] or as far as 500 to 700 years, although it will take much more time for the sediment deposited there to reach higher on the dam and clog the outlet works, the lowest openings in the upstream face of the dam. If water level then drops, it may lower below the penstock openings, which are higher up on the dam face, then the release capacity of the dam drops to zero, and the Colorado River below the dam could remain dry until the next major spring inflow, and only springs, seeps and tributaries such as the Paria, Little Colorado and Virgin River would replenish its flow during these times, perhaps causing unprecedented drops in levels of Lake Mead as well.[1]

The primary failure mode for Glen Canyon dam will likely be an overtopping one spring caused by insufficient storage capacity (either a huge inflow, bigger than 1983, or insufficient storage capacity because the lake was too full of either water or sediment).[citation needed]

Colorado River Delta today, showing inflows mostly from the Hardy River and other Mexican tributaries

An example of the fast deposition rate of Colorado River sediment is found in Lake Mead itself, where, before the completion of Glen Canyon Dam, ten percent of its storage was already compromised by sediment. When Lake Powell levels drop, sediments deposited in its upper reaches are carried into the receding water by the Colorado and its tributaries. One large flash flood caused by heavy rainfall could move all or most of these sediments into Lake Powell, creating a sudden loss of storage capacity. The only way to control sediment flow in the reservoir, without removing the dam outright, is by dredging.[9][dead link‍]

1983-84 flooding

In May 1983, three years after Lake Powell was first filled, an unusually long-lasting winter due to the 1982-83 El Niño event produced increased snowfall over the entire 108,335-square-mile (280,590 km2) multi-state Colorado River basin. Dam engineers anticipated a normal winter, and maintained reservoir levels at their usual levels through the winter.[10]

Inflow capacity

Spring ended with a sudden influx of warm weather and then rain. The combination of rain and snowmelt eventually produced a combined inflow into Lake Powell of over 111,500 cubic feet (3,160 m3) per second.[11]

The average annual peak flow prior to 1963 was 93,400 cubic feet (2,640 m3) per second.[12] The Bureau of Reclamation predicts that the probable maximum flood at Glen Canyon is 697,000 cubic feet (19,700 m3) per second, almost seven times the 1983 total. [6]

Outflow capacity

Glen Canyon Dam has two tunnel spillways capable of allowing 276,000 cu ft/s (7,815 m3/s) to bypass the dam's regular spillways.[13] The tunnel spillways utilized a portion of the diversion tunnels built during the dam's construction. While this made the spillways more economical to construct, they had less capacity in part because dam engineers must maintain at least 30 percent clearance between the water level and the tunnel ceiling.[14] in addition to the tunnel spillways, the dam has a set of river outlet works designed to release 15,000 cubic feet (420 m3) per second.[6] The dam also releases water through the dam's power turbines, which are capable of releasing 31,500 cubic feet (890 m3) per second.[15] The official spillway capacity is 208,000 cu ft/s (5,900 m3/s).[16]

Tunnel spillways damaged

The releases from Glen Canyon Dam in May 1983

At first, as inflows exceeded normal levels, the US Bureau of Reclamation engineers opened penstocks to full release. When inflow rates continued to rise, they also opened the river outlet works. The reservoir continued to rise.

Reclamation Bureau officials met in late June and agreed that the maximum water level the dam could handle was 3,708 feet (1,130 m). At that level they feared they could not control the spillway gates.[10] The engineers decided to raise the floodgates controlling the tunnel spillways. This became the first time that the spillways had ever been used for their intended purpose. Volume initially ran at 20,000 cubic feet (570 m3) per second per tunnel. After several days, noticeable vibrations were felt in the dam wall and surrounding rock. Water exiting the spillways contained noticeable debris, including sandstone, signaling severe erosion taking place within the tunnels.[17]

Reclamation responded by reducing releases by half, however, the rumblings continued. The noise was so noticable that a worker in the employee dining room, located near the power plant, reported that it "sounded like the barrages that he had experienced in Vietnam".[17] The engineers soon closed the spillways for an inspection.[14]

Cavitation damage found

Inspection crews were lowered down the spillway tunnels in a small cart to assess damage. They found that cavitation, a known risk associated with tunnel spillways, had severly damaged and eroded the 3-foot (0.91 m)-thick concrete tunnel lining. In some locations the cavitation had exposed the soft sandstone.

The tunnels could not be kept closed as more rain fell in the Colorado River Basin and the reservoir continued to rise. Reclamation reopened the left spillway, allowing 12,000 cubic feet (340 m3) per second; the right, which had suffered worse damage, was only permitted to carry 4,000 cubic feet (110 m3) per second.

Emergency flashboards installed

As the reservoir level increased, plywood flashboards were installed on top of the spillway gates. They allowed reservoir water to rise 4 feet (1.2 m) without increasing releases.

Tunnels damaged further

The left tunnel, however, was suffering further damage, described as a "surging, boiling flow that filled the portal".[14] The tunnel had formed a hydraulic jump as it was turned into a "pressure conduit" by the surging flow of water. The interior erosion threatened to collapse the tunnel. Engineers knew that increasing the flow would decrease the turbulence but would further damage to the tunnel walls. To increase the reservoir's capacity further, engineers began an emergency effort to add 8 feet (2.4 m) to the height of the spillway gates, avoiding increasing the rate of water releases.[14]

Spillway gates at Glen Canyon Dam during 1983 flood. Note the flashboards installed atop to prevent water from overtopping the gates.

Diversion tunnel threatened

The force of the water at the left tunnel eroded concrete near the diversion plug, a device that blocked the diversion tunnel used during construction. The Bureau of Reclamation was concerned that the water would eventually erode the diversion plug altogether, creating a connection to the reservoir floor. This uncontrolled spillage would cause the reservoir to drain, creating a catastrophe.

As the discharges from Glen Canyon Dam reached almost 90,000 cubic feet (2,500 m3) per second, with 32,000 cubic feet (910 m3) per second racing through the left spillway,[11] the 9,500,000 acre-feet (11.7 km3) of flood storage space behind Hoover Dam downstream was exhausted.[18]

Lake Powell reaches peak level

On July 15, 1983, Lake Powell reached its peak level, 3,708.34 feet (1,130.30 m) about 8 inches from where engineers thought they'd lose control. The water held steady for a few days and then gradually declined.[10] Inflows to Lake Powell topped 120,000 cubic feet (3,400 m3) per second,[11][17] while releases from Glen Canyon Dam topped 92,000 cubic feet (2,600 m3) per second. Eventually, Hoover Dam was also forced to open its gates; its discharge peaked at 40,000 cubic feet (1,100 m3) per second and still caused downstream flooding. As inflow lessened at the end of the season, dam engineers were able to draw Lake Powell down below critical levels.

Tunnel spillways seriously damaged

Glen Canyon Dam during the 1984 flood

Inspections if both spillways found severe damage. In the more badly damaged left spillway, inspection crews discovered a 32 feet (9.8 m) deep, 40 feet (12 m) wide, and 150 feet (46 m) long hole.[11][14][17]

Repairs and solutions

After the flood, it was suggested that the flashboards atop the spillway gates should be replaced with stronger boards and kept permanently; this would allow an "insurance" against a 1983-reminiscent flood.[15]

Air slots added to tunnels

Research by the Bureau of Reclamation found that an air slot at a specific point in each spillway tunnel would introduce air bubbles that would prevent cavitation and resultant shockwaves. Spillway upgrades and repairs commenced immediately after the 1983 floods receded and continued through the winter of 1983-84. Through the winter, heavy snowpack was reported in the upper Colorado basin. It was feared that this would produce a flood greater than the 1983 one, and as the spillway repairs continued, water was constantly released through the dam power plant and outlet works, a rate of roughly 45,000 cubic feet (1,300 m3) per second. [19]

1984 floods possible

The engineers allowed Lake Powell's level to fall to allow for the next winter's snowmelt. When the snowpack began to melt in spring of 1984, water levels reached several inches below the top of the flashboards in late June. As summer continued, inflows decreased and the reservoir level began to decrease.

On August 12, 1984, construction teams completed repairs to the left spillway. It was tested at 50,000 cubic feet (1,400 m3) per second for several days. No noticable damage was found in the spillways.[20]

Lake Powell with "bathtub ring"

Aftermath

The 1983 flood, although it nearly caused a catastrophic disaster, was a "relatively small flood".[21] It was, in fact, only a 25-year flood, or a flood that has a four percent chance of occurring in any given year.[11][17]

Impact of dam failure

In 1990, the Bureau of Reclamation prepared a study of a Glen Canyon Dam failure. They predicted that if Lake Powell were at high pool, about 27,000,000 acre-feet (33 km3) of water would surge out of Lake Powell at an initial depth of over 500 feet (150 m). Downstream communities and possibly every dam along the river, including Hoover Dam forming Lake Mead, Davis Dam forming Lake Mohave, Parker Dam forming Lake Havasu, Palo Verde Dam, and other dams and reservoirs, as well as riverside lowlands, would be inundated or severely damaged.[8] The resulting flood would scour the bottom few hundred feet of the Grand Canyon.[1]

Because Glen Canyon Dam is the central element of the Colorado River Storage Project. If it failed, the resulting damage could limit or completely cut off water supply to residences or farmlands along the Colorado River, and depending on damage to canal headworks, even cut off water to southern California.[8]

References

  1. ^ a b c d e Haskell, Dave. "Creating a Sustainable Future". Grand Canyon River Guides. Retrieved 2009-05-13.
  2. ^ "Glen Canyon Dam". DesertUSA.com. Retrieved 2009-05-16.
  3. ^ "Glen Canyon Dam". Grand Canyon River Guides. Retrieved 2009-05-13.
  4. ^ "Nuclear Green". Retrieved 2009-05-13.
  5. ^ "History of the River Restoration Movement". Glen Canyon Institute. Retrieved 2009-05-13.
  6. ^ a b c "Glen Canyon Dam". Bureau of Reclamation. Archived from the original on May 13, 2009. Retrieved 2009-05-14. {{cite web}}: Unknown parameter |deadurl= ignored (|url-status= suggested) (help)
  7. ^ "The One-Dam Solution" (PDF). Living Rivers. July 2005. p. 9. Retrieved 25 January 2011.
  8. ^ a b c "Colorado River Storage Project". U.S. Bureau of Reclamation. Archived from the original on 2012-03-03. Retrieved 2009-05-14. {{cite web}}: Unknown parameter |deadurl= ignored (|url-status= suggested) (help)
  9. ^ "Glen Canyon Institute Newsletter". Glen Canyon Institute. 4 May 2003. Retrieved 2009-05-16.
  10. ^ a b c The Year the Dam (Almost) Broke
  11. ^ a b c d e "The Confluence" (PDF). Colorado Plateau River Guides. Retrieved 2009-05-15.
  12. ^ "Controlled Flooding of the Colorado River in Grand Canyon: the Rationale and Data-Collection Planned". U.S. Geological Survey, Bureau of Reclamation and National Park Service. Grand Canyon Monitoring and Research Program. Retrieved 2009-05-16.
  13. ^ "Dam details: Glen Canyon Dam". U.S. Bureau of Reclamation. Retrieved 25 January 2011.
  14. ^ a b c d e Hannon, Steve. "The 1983 Flood at Glen Canyon". EarthScape. Retrieved 2009-05-14. [dead link‍]
  15. ^ a b Carothers, Steve. "The Glen Canyon Dam EIS: Random Thoughts and Revelations". Retrieved 2009-05-15.
  16. ^ "Glen Canyon Dam Hydraulics & Hydrology". U.S. Bureau of Reclamation. Archived from the original on 2015-09-05. Retrieved 2016-08-29. {{cite web}}: Unknown parameter |deadurl= ignored (|url-status= suggested) (help)
  17. ^ a b c d e "Canyon Legacy" (PDF). Journal of the Dan O' Laurie Museum of Moab. www.riversimulator.org. Retrieved 2009-05-28.
  18. ^ Swain, Robert E. "Evolution of the Hoover Dam Inflow Design Flood - A Study in Changing Methodologies" (PDF). riversimulator.org. Retrieved 2009-05-28.
  19. ^ Assuming, roughly, that the river outlets have a capacity of 15000 and power plant has a rough capacity of 30000.
  20. ^ The Colorado in Flood. Bureau of Reclamation Video, on display at Carl Hayden Visitor Center
  21. ^ Wegner, Dave. "Restoring Glen Canyon". Glen Canyon Institute. Retrieved 2009-05-15.
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