[1]徐继维,于国强*,张茂省,等.舟曲地区泥石流降雨临界阈值[J].山地学报,2017,(01):39-47.[doi:10.16089/j.cnki.1008-2786.000194]
 XU Jiwei,,et al.Critical Rainfall Thresholds for Debris Flows in Zhouqu, China[J].Mountain Research,2017,(01):39-47.[doi:10.16089/j.cnki.1008-2786.000194]
点击复制

舟曲地区泥石流降雨临界阈值()
分享到:

《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2017年01期
页码:
39-47
栏目:
山地灾害
出版日期:
2017-01-30

文章信息/Info

Title:
Critical Rainfall Thresholds for Debris Flows in Zhouqu, China
文章编号:
1008-2786-(2017)1-39-09
作者:
徐继维123于国强23*张茂省23丛 凯4
1.长安大学 地质工程与测绘学院,西安 710054;
2.国土资源部 黄土地质灾害重点实验室,西安710054;
3.中国地质调查局 西安地质调查中心,西安710054;
4.甘肃省地质环境监测院,甘肃兰州730050
Author(s):
XU Jiwei1 2 3YU Guoqiang2 3ZHANG Maosheng23CONG Kai4
1. College of Geological Engineering and Geometry, Chang'an University, Xi'an 710054, China;
2. Key Laboratory for Geo-hazards in Loess Area, MLR, Xi'an 710054, China;
3. Xi'an Center of Geological Survey, China Geological Survey, Xi'an 710054, China;
4. Gansu Institute of Geo-Environment Monitoring,Lanzhou 730050, China
关键词:
舟曲水文学泥石流触发降雨临界阈值
Keywords:
Zhouqu hydrology debris flow triggering rainfall critical threshold
分类号:
P642
DOI:
10.16089/j.cnki.1008-2786.000194
文献标志码:
A
摘要:
合理的降雨阈值是确定区域暴雨泥石流减灾防灾的关键。为了探求诱发舟曲地区泥石流的降雨阈值,本研究以舟曲三眼峪、罗家峪为例,研究了在前期含水量一般(湿润)和干旱两种条件下,触发不同预警级别泥石流的降雨雨强与历时函数关系,采用水文学方法计算了不同频率下洪峰流量以及对应的不同规模泥石流启动降雨量阈值。结果表明:在前期含水量干旱和一般条件下,三眼峪、罗家峪泥石流红色Ⅰ级降雨预警值为56.10mm/h和50.86mm/h、橙色Ⅱ级预警值为40.70mm/h和37.87mm/h、黄色Ⅲ级预警值为31.74mm/h和29.88mm/h、蓝色Ⅳ级预警值为23.83mm/h和21.69mm/h,预备Ⅴ级预警值为7.31mm/h和15.69mm/h、预备Ⅵ级预警值为10.16mm/h和9.48mm/h;不同预警级别条件下的降雨雨强与降雨历时成I=α×D~β幂函数关系,和数值在不同预警级别下成规律性变化;能够诱发舟曲地质灾害的降雨特征可分为两种:一是降雨雨强大的单峰型短历时强降雨("点雨");二是降雨雨强小、持续时间较长的"绵绵细雨"。研究成果可作为舟曲区域暴雨泥石流监测预警研究提供科学依据。
Abstract:
A justified precipitation threshold would act as a solution to the engineered control of regional storm-type debris flow. In order to estimate the triggering precipitation for debris flows haunting Zhouqu region, Gansu province, China, two recent debris flow events occurred at Sanyanyu gully and Luojiayu gully, were exemplified for determination of the threshold value. Given antecedent soil moistures in either wet(regular)or dry circumstances, it studied correlation between rainfall intensity and duration in the process of motivating debris flow to various forewarning level. Hydrography method was borrowed to calculate the peak discharges at various frequencies and the associated precipitation threshold in initiating debris flow to varied extents. Results showed that as antecedent soil moistures were in the regular and dry conditions, early warning precipitation in the level of red Ⅰ at Sanyanyu gully and Luojiayu gully arrived to 56.10 mm / h and 50.86 mm / h separately; in orange Ⅱ pre-warning level it was 40.70 mm / h and 37.87 mm / h; in yellow Ⅲ pre-warning level it was 31.74 mm / h and 29.88 mm / h; in blue Ⅳ pre-warning level it was 23.83 mm / h and 21.69 mm / h; in preparatory pre-warning level it was 7.31 mm / h and 15.69 mm / h; in preparatory Ⅵ pre-warning level was 10.16 mm / h and 9.48 mm / h. Relationship between rainfall intensity and duration at different levels of pre-warning could be interpreted as power function, I=α×Dβ, exhibiting regular changes in value in relation to levels of pre-warning. Rainfall leading to geohazard occurrences in Zhouqu region were characterized as two types: one took place with a short duration in the unimodal shape, concentrated precipitation, like as "Point Rain"; another type occurred with low intensity, a longer duration, like as "drizzle". This research will serve as a scientific initiative for regional monitoring and early warning of storm-type debris flows in Zhouqu region and it contributes to geologic hazard prevention and mitigation at local level.

参考文献/References:

[1] 邹强,崔鹏,杨伟. G318川藏公路段泥石流危险性评价 [J]. 山地学报,2013,3(31): 342-348 [ZOU Qiang, CUI Peng, YANG Wei. Hazard assessment of debris flows along G318 Sichuan -Tibet Highway [J]. Journal of Mountain Science, 2013, 3(31): 342-348]
[2] 许兵,李毓瑞,张汝源.金川露天矿边坡稳定性的岩体工程地质力学研究 [A].中国科学院地质研究所.岩体工程地质力学问题(六)[M].北京:科学出版社,1985: 20-57 [XU Bing, LI Yurui, ZHANG Ruyuan. Rock mass engineering geological mechanics research of open-pit mine slope's stability in Jinchuan [A].Institute of geology and Geophysics, Chinese Academy of Sciences. Rock engineering geological mechanics problems(six)[M]. Beijing: Science press, 1985: 20-57]
[3] 郭长宝,张永双,蒋良文等.基于GIS的滇藏铁路丽江-香格里拉段工程地质条件分区研究[J].现代地质,2009,23(3):545-552[GUO Changbao, ZHANG Yongshuang, JIANG Liangwen, et al. Research on geo-engineering conditions of the Li jiang-Shangri-La Railway Section of the Yunnan-Tibet railway based on the GIS method [J]. Geoscience, 2009, 23(3):545-552]
[4] 成昆铁路技术总结委员会著.《成昆铁路》(第一册 综合总结).北京:人民铁道出版社.1980:52-95[Committee of ChengKun Railway Technical Summary writes. ChengKun railway(Version 1, Comprehensive summary). Beijing: People's railway press.1980:52-95]
[5] 张倬元.工程地质条件的形成 [A].中国工程地质学 [M].北京: 科学出版社, 2000:14-33[ZHANG Zhuoyuan. Formation of the engineering geological conditions [A]. China Engineering Geology [M]. Beijing: Science press, 2000:14-33]
[6] 王思敬,黄鼎成. 攀西地区环境工程地质[M].北京:海洋出版社,1990:11-13,85-94[WANG Sijing, HUANG Dingcheng. Environment Engineering Geology of Panxi[M]. Beijing: Ocean press, 1990:11-13, 85-94]
[7] SHANG Y J, WANG S J, LI G C, et al. Retrospective case example using a comp rehensive suitability index(CSI)for siting the Shisan-Ling powerstation, China[J]. International Journal of Rock Mechanics and Mining Sciences, 2000,37:839-853
[8] 丁继新,周圣华,杨志法,等.川藏公路南线然乌-鲁朗段工程地质分区 [J].自然灾害学报,2005,14(5):154-161[DING Jixin, ZHOU Shenghua, YANG Zhifa, et al. Engineering geological zonation for south section of Sichuan-Tibet highway [J]. Journal of Natural Disasters,2005, 14(5):154-161]
[9] 杨志法,尚彦军,张路青,等.川藏公路地质灾害及其防治对策研究——以八宿至林芝路段为例[M].北京:科学出版社,2006:90-101[YANG Zhifa, SHANG Yanjun, ZHANG Luqing,et al. Research on geological disasters and prevention countermeasures of Sichuan-Tibet highway——a case study of Basu-Linzhi section [M]. Beijing: Science press, 2006:90-101]
[10] 西藏自治区地质调查院一分院. 1:25万区域地质调查报告八宿幅[R].2007:419 [The First Branch of Geological Survey Institute in Tibet Autonomous Region. 1:250000 regional geological survey report of BaSu [R].2007:419]
[11] 四川省广汉地质工程勘察院.西藏自治区八宿县地质灾害调查与区划报告[R]. 2003:24-25 [Geological Engineering Investigation Institute of Guanghan in Sichuan Province. Geological disaster investigation and regionalization reports of BaSu in Tibet autonomous region[R]. 2003:24-25]
[12] 成都地质矿产研究所.喜马拉雅-冈底斯造山带新构造图 [Z]. 2005 [Chengdu Institute of Geology and Mineral Resources. The new structure diagram of the Himalayas - the mountain orogenic belt [Z].2005]
[13] 赵克勤.集对分析及其初步应用 [M]. 杭州:浙江科技出版社,2000:25-47[ZHAO Keqin. Set pair analysis and its preliminary application [M]. Hangzhou: Zhejiang Science and Technology Press,2000:25-47]
[14] 王文圣,金菊良,李跃清. 基于集对分析的自然灾害风险度综合评价研究[J].四川大学学报(工程科学版),2009,41(6):6-12[WANG Wensheng, JIN Juliang, LI Yueqing. Risk Degree Assessment of Natural Disaster Based on Set Pair Analysis Method [J]. Journal of Sichuan University(Engineering Science Edition), 2009, 41(6): 6-12]
[15] 程乾生.属性识别理论模型及其应用 [J].北京大学学报:自然科学版,1997,33(1):12-20[CHENG Qiansheng. Attribute Recognition Theoretical Model With Application [J]. Acta Scientiarum Naturalium Universitatis Pekinensis, 1997, 33(1): 12-20]
[16] WANG Wensheng, JIN Juliang, DING Jing, et al. A new approach to water resources system assessment-setpair analysis method [J]. Sci China Series E: Technological Sciences, 2009, 52(10): 3017-3023

相似文献/References:

[1]胡凯衡,崔鹏,葛永刚,等.舟曲“8.8”特大泥石流对建筑物的破坏方式[J].山地学报,2012,(04):484.
 HU Kaiheng,Cui Peng,Ge Yonggang.Building Destruction Patterns by August 8, 2010 Debris Flow in Zhouqu, Western China[J].Mountain Research,2012,(01):484.
[2]胡凯衡,葛永刚,崔鹏,等.对甘肃舟曲特大泥石流灾害的初步认识[J].山地学报,2010,(05):628.
[3]马东涛.舟曲“8.8”特大泥石流灾害治理之我见[J].山地学报,2010,(05):635.
[4]郭富赟,王 信,吴正军,等.舟曲磨里巨型滑坡基本特征及破坏模式[J].山地学报,2022,(4):557.[doi:10.16089/j.cnki.1008-2786.000693]
 GUO Fuyun,WANG Xin,WU Zhengjun,et al.Characteristics and Failure Mode of Giant Moli Landslide in Zhouqu County, Gansu Province, China[J].Mountain Research,2022,(01):557.[doi:10.16089/j.cnki.1008-2786.000693]

备注/Memo

备注/Memo:
基金项目(Foundation item):国家自然科学基金项目(41302224); 陕西省科学技术研究发展计划项目(2014KJXX-20); 陕西省自然科学基础研究计划项目(2012JQ5001,2015JM4129)[National Natural Science Foundation of China(41302224); Shaanxi Province Science and Technology Research and Development Program of China(2014KJXX-20); Natural Science Foundation of Shaanxi Province, China(2012JQ5001, 2015JM4129)]
作者简介(Biography):徐继维(1987-),男,辽宁阜新人,博士研究生,主要从事地质灾害研究、风险评估研究 [Xu Jiwei(1987-), Male, born in Fuxin, Liaoning province, Ph.D., research on geologic hazard and risk assessment] E-mail:xujiwei@chd.edu.cn
*通信作者(Corresponding author):于国强(1979-),男,内蒙古包头人,博士后,从事土壤侵蚀与水土保持及地质灾害等方面的研究 [Yu Guoqiang(1979-), Male, born in Baotou, Inner Mongolia, Ph.D.,research on soil erosion,water and soil conservation and geologic hazard] E-mail: yuguoqiang23@163.com
更新日期/Last Update: 2017-01-30