KMS Institute of Mountain Hazards and Environment,CAS
| Debris-flow distribution and hazards along the Sichuan-Tibet and Sino-Nepal highway, Tibet, China | |
| Language | 英语 |
He, YP; Chen, J ; Li, Y; Cui, P
| |
| 2003 | |
| Source Publication | DEBRIS-FLOW HAZARDS MITIGATION: MECHANICS, PREDICTION, AND ASSESSMENT, VOLS 1 AND 2 |
| Author of Source | Rickenmann, D ; Chen, C |
| Pages | 955-964 |
| meeting | 3rd International Conference on Debris-Flow Hazards Mitigation |
| Conference Date | SEP 10-12, 2003 |
| Conference Place | Davos |
| Country | SWITZERLAND |
| Publication Place | ROTTERDAM |
| Publisher | MILLPRESS SCIENCE PUBLISHERS |
| Contribution Rank | 1 |
| Abstract | The Sichuan-Tibet and Sino-Nepal highways, the main highways in south Tibet, are vital not only for the local economic development, but also for the national defense. The absence of railways in this area leads to a dependence on highway transportation. However, the highways are severely threatened by a wide distribution of mountain hazards, such as debris flows, landslides, and avalanches. These are the result of the complex geologic structures, complicated strata and lithologic characteristics, intensive geotectonic movements, a great variety of hydrothermal conditions and strong glacial action. Of all the mountain hazards, debris flows are the most important. In this paper, 1848 debris flows and their distribution are presented; hazards and their causes are analyzed in detail. Lastly, the authors take the example of debris flow hazards of Zamunongba Gully and the subsequent dilute debris flow resulting from the outburst of Yigong Lake to introduce the reason, hazard process, and the mitigation measures of this kind of great hazard event, and calculate the maximum peak flow, velocity, and the breach width using some dam-break models. Comparing with the field survey, the dam-break models of U.S. Weather bureau (Wetmore & Fread 1981, 1984) and Stocks (Rouse 1950) are suitable for the calculation of the debris dam breach in this case. According to the calculation, the maximum peak flow, velocity and width of the debris dam-break flood at the breach section are 122,000 m(3)/s, 9.7 m/s, and 350 m. |
| Keyword | debris flow distribution hazards highway Tibet |
| ISBN | 90-77017-78-X |
| Indexed By | EI ; CPCI |
| Accession number | Accession number:2006109746442 |
| WOS ID | WOS:000189451200082 |
| Citation statistics | |
| Document Type | 会议论文 |
| Identifier | http://ir.imde.ac.cn/handle/131551/33532 |
| Collection | 成都山地所知识仓储（2009年以前） 山地灾害与地表过程重点实验室 |
| Corresponding Author | He, YP |
| Affiliation | Chinese Acad Sci, Chengdu Inst Mt Hazards & Environm, Chengdu, Sichuan, Peoples R China |
| First Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Corresponding Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Recommended Citation GB/T 7714 | He, YP,Chen, J,Li, Y,et al. Debris-flow distribution and hazards along the Sichuan-Tibet and Sino-Nepal highway, Tibet, China[C]//Rickenmann, D, Chen, C. ROTTERDAM:MILLPRESS SCIENCE PUBLISHERS,2003:955-964. |
| Files in This Item: | ||||||
| File Name/Size | DocType | Version | Access | License | ||
| Debris-flow distribu（3279KB） | 会议论文 | 开放获取 | CC BY-NC-SA | View Application Full Text | ||
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