Landslide dam

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A landslide dam or barrier lake is the natural damming of a river by some kind of landslide, such as a debris flow, rock avalanche or volcanic eruption.[1] If the damming landslide is caused by an earthquake, it may also be called a quake lake. Some landslide dams are as high as the largest existing artificial dam.[2]

Causes

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The major causes for landslide dams investigated by 1986 are landslides from excessive precipitation and earthquakes, which account for 84%. Volcanic eruptions account for a further 7% of dams.[3] Other causes of landslides account for the remaining 9%.

Consequences

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The water impounded by a landslide dam may create a dam reservoir (lake) that may last for a short time, to several thousand years.[2]

Because of their rather loose nature and absence of controlled spillway, landslide dams frequently fail catastrophically and lead to downstream flooding, often with high casualties. A common failure scenario is overflowing with subsequent dam breach and erosion by the overflow stream.[2]

Landslide dams are responsible for two types of flooding: backflooding (upstream flooding) upon creation and downstream flooding upon failure. Compared with catastrophic downflooding, relative slow backflooding typically presents little life hazard, but property damage can be substantial.

File:Falling river level causing landslide 1.svg
Profiles of the dam reservoir and groundwater upstream (the landslide dam is not shown in the figure)
File:Falling river level causing landslide 2.svg
Groundwater after dam failure downstream

While the dam is being filled, the surrounding groundwater level rises. The dam failure may trigger further catastrophic processes. As the water level rapidly drops, the uncompensated groundwater hydraulic pressure may initiate additional landslides. Those that fall into the dam reservoir may lead to further catastrophic spillages. Moreover, the resulting flood may undercut the sides of the river valley to further produce landslides downstream.[2]

After forming, the dam leads to aggradation of the valley upstream, and dam failure leads to aggradation downstream.[2]

Construction engineers responsible for design of artificial dams and other structures in river valleys must take into account the potential of such events leading to abrupt changes in river's regimen.

Coping Method

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Different coping methods might be applied according to the geographical location, environment, water storage capacity, breaching impact, coping cost, engineering difficulties and urgency .etc.

  • Continuous monitoring, evacuation
  • Excavation or blasting
  • Drainage or siphoning

Examples

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References

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  1. ^ Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
  2. ^ a b c d e f Robert B. Jansen (1988) "Advanced Dam Engineering for Design, Construction, and Rehabilitation", Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
  3. ^ R.B. Jansen refers to Schuster R.L. and Costa J.E., "A Perspective on Landslide Dams", in Landslide Dams by the American Society of Civil Engineers, 1986, pp. 1–20.
  4. ^ Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
  5. ^ Amid race to drain Chinese quake lake, emergency plans proceed_English_Xinhua Archived 2008-05-29 at the Wayback Machine
  6. ^ Flooding spreads more destruction in town below 'quake lake' - International Herald Tribune
  7. ^ Schuster, R.L. and G. F. Wieczorek, "Landslide triggers and types" in Landslides: Proceedings of the First European Conference on Landslides 2002 A.A. Balkema Publishers. p.66
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