Usoi landslide dam and Lake Sarez, Pamir Mountains, Tajikistan

被引:62
作者
Schuster, RL
Alford, D
机构
[1] Engn Geol, Golden, CO 80401 USA
[2] Focus Humanitarian Assistance, Falls Church, VA 22043 USA
关键词
early warning; earthquake; lake; landslide; landslide dam; outburst flood; overtopping; rock slide;
D O I
10.2113/10.2.151
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In 1911, a 2-km(3) (0.5-mi(3)) earthquake-triggered rock slide blocked the Murgab River, southeastern Tajikistan, forming a still-existing, 600-m-high (1,970-ft-high) natural dam-the highest dam, natural or man-made, in the world. Lake Sarez, impounded by this blockage, is 60 km (37 mi) long, with a maximum depth of 550 m (1,800 ft) and a volume of approximately 17 km(3) (similar to 4 mi(3)). This lake, which has never overtopped the dam, exits the downstream face as a series of large springs that regroup as the Murgab River. Freeboard between lake surface and the lowest point on the dam crest currently is approximately 50 m (similar to 165 ft), and the lake is rising at an average rate of 18.5 cm/yr (7.3 in./yr). If the blockage were to fail, a worst-case scenario could endanger tens or possibly hundreds of thousands of people in the Murgab, Bartang, Panj, and Amu Darya valleys downstream. Dam failure potentially could result from: 1) seismic shaking, 2) catastrophic overtopping caused by a landslide entering the lake from the valley wall at high velocity, 3) surface erosion caused by natural overtopping by the rising lake, 4) internal erosion (piping), 5) instability caused by lake pressure against the dam, or 6) slope instability of the dam faces. Occurrence of an overtopping wave resulting from a potential landslide high on the right bank of Lake Sarez seems to be the most realistic of these slight possibilities for failure. Because of the high cost of installing physical remediation to the dam in this rugged mountain area (no roads lead to the site), the main protective measures now being undertaken are hydrological monitoring at the dam and installation of a flood early warning system downstream.
引用
收藏
页码:151 / 168
页数:18
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