4.7 Article

Runout and entrainment analysis of an extremely large rock avalanche-a case study of Yigong, Tibet, China

期刊

LANDSLIDES
卷 14, 期 1, 页码 123-139

出版社

SPRINGER HEIDELBERG
DOI: 10.1007/s10346-016-0677-7

关键词

Rock avalanche; Debris flow entrainment; Yigong rock avalanche; Debris runout modeling; Soil erosion

资金

  1. Key Project of National Natural Science Foundation of China [41030742]
  2. Major Projects of National Natural Science Foundation of China [41190084]
  3. Natural Science and Engineering of Canada Discovery grant

向作者/读者索取更多资源

An extremely large rock avalanche occurred on April 9, 2000 at Yigong, Tibet, China. It started with an initial volume of material of 90 x 10(6) m(3) comprising mainly of loose material lying on the channel bed. The rock avalanche travelled around 10 km in horizontal distance and formed a 2.5-km-long by 2.5-km-wide depositional fan with a final volume of approximately 300 x 10(6) m(3). An energy-based debris flow runout model is used to simulate the movement process with a new entrainment model. The entrainment model considers both rolling and sliding motions in calculating the volume of eroded material. Entrainment calculation is governed by a second order partial differential equation which is solved using the finite difference method. During entrainment, it is considered that the total mass is changed due to basal erosion. Also the profile of the channel bed is adjusted accordingly due to erosion at the end of each calculation time step. For Yigong, the profile used in the simulation was extracted from a digital elevation model (DEM) with a resolution of 30 m x 30 m. Measurements obtained from site investigation, including deposition depth and flow height at specific location, are used to verify the model. Ground elevation-based DEM before and after the event is also used to verify the simulation results where access was difficult. It is found that the calculated runout distance and the modified deposition height agree with the field observations. Moreover, the back-calculated flow characteristics based on field observations, such as flow velocity, are also used for model verifications. The results indicate that the new entrainment model is able to capture the entrainment volume and depth, runout distance, and deposition height for this case.

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