[1]胡桂胜*,尚彦军,曾庆利,等.新疆叶城“7.6”特大灾害性泥石流应急科学调查[J].山地学报,2017,(01):112-116.[doi:10.16089/j.cnki.1008-2786.000202]
 HU Guisheng,SHANG Yanjun,ZENG Qingli,et al.The Emergency Scientific Investigation of Catastrophic Debris Flow in Yecheng County of Xinjiang on July 6th, 2016[J].Mountain Research,2017,(01):112-116.[doi:10.16089/j.cnki.1008-2786.000202]
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新疆叶城“7.6”特大灾害性泥石流应急科学调查()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2017年01期
页码:
112-116
栏目:
研究简报
出版日期:
2017-01-30

文章信息/Info

Title:
The Emergency Scientific Investigation of Catastrophic Debris Flow in Yecheng County of Xinjiang on July 6th, 2016
文章编号:
1108-2786-(2017)1-112-05
作者:
胡桂胜1*尚彦军2曾庆利3杨长德4
1.中国科学院水利部 成都山地灾害与环境研究所,中国科学院 山地灾害与地表过程重点实验室,成都 610041;
2.中国科学院 地质与地球物理研究所,北京 100029;
3.中国科学院大学,北京 100049;
4.新疆工程学院,乌鲁木齐 830091
Author(s):
HU Guisheng1 SHANG Yanjun2 ZENG Qingli3 YANG Changde4
1.Institute of Mountain Hazards and Environment, Key Laboratory of Mountain Hazards and Earth Surface Process, CAS, Chengdu 610041, China;
2.The Institute of Geology and Geophysics, CAS, Beijing 100029, China;
3.University of the Chinese Academy of Sciences, Beijing 100049, China;
4.Xinjiang Institute of Engineering, Wulumuqi 830091, China
关键词:
叶城县滑坡堰塞坝灾害性泥石流形成过程运动特征
Keywords:
Yecheng county landslide dam disastrous debris flow formation process movement characteristics
分类号:
P642. 21
DOI:
10.16089/j.cnki.1008-2786.000202
文献标志码:
A
摘要:
2016年7月6日凌晨新疆喀什地区叶城县柯克亚乡玉赛斯(六村)发生滑坡堰塞坝溃决泥石流灾害,造成36人死亡、6人失踪、7户民房被完全毁坏,其余数十间房屋和大量基础设施不同程度受损。现场调查研究表明:(1)此次灾害性泥石流形成过程为:降雨→土质滑坡→滑坡堰塞坝→堰塞湖→堰塞坝溃决→泥石流;(2)9#土质滑坡堰塞坝在持续强降雨作用下发生溃决,溃口洪峰流量达977.8m~3/s,形成堰塞坝溃决型泥石流,致使1#土质滑坡堰塞坝发生串联溃决,其溃决洪峰流量为459.2m~3/s;(3)泥石流断面流速为4.51-6.51m/s,断面流量为443.2-524.7m~3/s,泥石流堆积扇最大长度283.9m,最大宽度234.3m。
Abstract:
On July 6th, 2016, a catastrophic debris flow hit Six villages nearby Kekeya town, Yecheng County of Xinjiang province, causing 42 people dead or missing and seven houses destruction. Field investigation revealed that the formation of catastrophic debris flow was stimulated by the successive rainfall, soil landslide, landslide dam, barrier lake breaking and then debris flow. The No.9 soil landslide dam failed due to lasting concentrated precipitation and form debris flow with a peak rate of 977.8 m3/s. The No.1 soil landslide failed in tandem type, with a peak flow rate 459.2 m3/s. The debris flow velocity varied from 4.51m/s to 6.51m/s, and discharge of debris flow reached to 524.7m3/s. The maximum length of debris flow accumulated fan was 283.9m, with the maximum width 234.3 m.

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备注/Memo

备注/Memo:
基金项目(Foundation item):国家自然科学基金项目(41501012); 国家自然科学基金国际合作与交流项目(41661134012); 中国长江三峡集团公司科研项目(JGJ0492014)[National Natural Science Foundation of China(41501012); Projects of International Cooperation and Exchanges, NSFC(41661134012); Research project of China Three Gorges Corporation(JGJ0492014)]
作者简介(Biography):胡桂胜(1984-),男,江西九江,博士,助理研究员,研究方向:山地灾害与工程防治研究[Hu Guisheng(1984- ), male, born in Jiujiang, Jiangxi province, Ph.D. assistant researcher, research on mountain geohazards]E-mail: huguisheng@imde.ac.cn
更新日期/Last Update: 2017-01-30