The outburst of dammed lake Maashey (North-Chuya ridge, Central Altai)

Мұқаба

Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

The dammed lakes are widespread in mountainous areas and usually occur when river flow is blocked by landslides, rock glaciers, etc. Among such lakes, the most dangerous are those located in the periglacial zone and blocked by rock glaciers. Continued deglaciation of mountainous areas under changing climate conditions contributes to accumulation of large volumes of melt water in lakes, which may increase pressure on the dam, cause its failure and subsequent outburst flood. In this article we describe the development of such a lake before its outburst and the process of its outburst. The object of study was Maashei Lake (North Chuya Ridge, Central Altai) located in the zone of mountain glaciation and dammed by a rock glacier, where the lake outburst occurred in July 2012. The lake area before the outburst was 259 × 103 m2 and water volume 1.21 × 106 m3. As a result of the outburst, the lake was completely drained. We analyzed the published works on Lake Maashei, materials of our own field studies in the lake basin combined with remote sensing data. We hypothesized that the mechanism of the outburst occurred in 2012 was caused by the water erosion of the filtration channel in the dam body. The mechanism of this outburst was numerically simulated using the method presented in this article. The modeling allowed to reproduce the outburst flood hydrograph, to estimate such characteristics as maximum water discharge, volume of the outburst flood, water flow velocities and the size of the formed breach. Estimated maximum discharge was 694 m3s1, flow velocities varied from 0.2 to 5-7 m s1, and the outburst flood period was about 5.5 hours. The breach was formed to the full height of the dam (10 m). Its calculated morphometric characteristics were as follows: average width 47.5 m (measured 41.5 m), скоss-section area 476 m2 (measured 415 m2). The discrepancy between the modeled and measured values was about 15%.

Толық мәтін

Рұқсат жабық

Авторлар туралы

V. Rasputina

Saint-Petersburg State University

Хат алмасуға жауапты Автор.
Email: lerasputina88@gmail.com
Ресей, St. Petersburg

G. Pryakhina

Saint-Petersburg State University

Email: lerasputina88@gmail.com
Ресей, St. Petersburg

D. Ganyushkin

Saint-Petersburg State University

Email: lerasputina88@gmail.com
Ресей, St. Petersburg

D. Bantcev

Saint-Petersburg State University

Email: lerasputina88@gmail.com
Ресей, St. Petersburg

S. Griga

Saint-Petersburg State University

Email: lerasputina88@gmail.com
Ресей, St. Petersburg

S. Svirepov

Saint-Petersburg State University

Email: lerasputina88@gmail.com
Ресей, St. Petersburg

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Әрекет
1. JATS XML
2. Fig. 1. Scheme of field work: 1 — water sampling points for isotope analysis; 2 — territory covered by tacheometric survey. In the background is a satellite image of World-view 2 on September 5, 2021 (underlay of the ArcMap 10.4.1 programme (ESRI Inc., USA)

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3. Fig. 2. High-water elevation of Lake Maashei: lack of vegetation (a) and color of boulders (б). Photos by Rasputina V. A., September 2022

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4. Fig. 3. Change in the area of Lake Maashei over time

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5. Fig. 4. Course of average annual air temperature at the Kara-Turek weather station (a); change in the average ablation value on the Bolshoi Maashei glacier during the summer season (b): 1 — course of average annual air temperature before 1980; 2 — course of average annual air temperature after 1980; 3 — air temperature trends; 4 — the ablation value on the Bolshoi Maashei glacier in 2012

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6. Fig. 5. Bathymetric map of Lake Maashei before its outburst made based on the results of a tacheometric survey of the lake basin, which was carried out on 23–25 September 2022. Water depth contours have an interval of 1 m

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7. Fig. 6. Simulated hydrograph of the outburst flood resulting from Lake Maashei outburst. The dotted line separates the water outflow through the filtration channel and the overflow of water after the collapse of the soil above the channel

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