[1]张添锋,郭朝旭.福建山区泥石流临界降雨阈值[J].山地学报,2021,(5):701-709.[doi:10.16089/j.cnki.1008-2786.000631)]
 ZHANG Tianfeng,GUO Chaoxu.Rainfall Threshold of Debris Flow in Fujian Mountainous Area, China[J].Mountain Research,2021,(5):701-709.[doi:10.16089/j.cnki.1008-2786.000631)]
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福建山区泥石流临界降雨阈值()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2021年第5期
页码:
701-709
栏目:
山地灾害
出版日期:
2021-09-25

文章信息/Info

Title:
Rainfall Threshold of Debris Flow in Fujian Mountainous Area, China
文章编号:
1008-2786-(2021)5-701-9
作者:
张添锋12 郭朝旭123
1.自然资源部丘陵山地地质灾害防治重点实验室,福州 350002; 2.福建省地质工程勘察院 福建省地质工程重点实验室,福州 350002; 3.福建省建筑科学研究院有限责任公司 福建省绿色建筑重点实验室,福州 350002
Author(s):
ZHANG Tianfeng12 GUO Chaoxu123
1. Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Land and Resources,Fuzhou 350002, China; 2. Fujian Key Laboratory of Geohazard Prevention, Geological Engineering Survey in Fujian Province, Fuzhou 350002, China; 3. Fujian Key Laboratory of Green Building Technology, Fujian Academy of Building Research Co Ltd., Fuzhou 350002, China
关键词:
福建山区 临界降雨阈值 泥石流启动条件 前期有效降雨量
Keywords:
mountainous areas of Fujian province critical rainfall threshold debris flow initiation conditions precedent effective precipitation
分类号:
P694
DOI:
10.16089/j.cnki.1008-2786.000631)
文献标志码:
A
摘要:
泥石流的降雨预警指标常常选用前期有效降雨量和激发雨强进行评价,而前期有效降雨的关键在于确定前期降雨影响天数和日降雨衰减系数。福建山区每年发生的泥石流众多且危害大。本文结合福建山区降雨特点,总结了前期有效降雨量确定方法以及福建区域的泥石流概况,通过对比历史数据8 d及14 d前期降雨量,确定了 8 d 作为前期有效降雨量影响时间; 通过引入格拉布斯准则剔除异常数据和利用凸包算法寻找散点数据的外边界,建立了前期有效降雨量与1 h激发雨量的幂指数关系; 最后根据福建地区的泥石流发育特征,分析了泥石流降雨阈值预测模型的影响因素及未来改进方向。结果表明福建省泥石流类型主要为坡面型泥石流,且利用前期有效降雨量和短历时强降雨量建立的阈值模型f(h60,Re)=h60-38.93Re-0.12(h60为小时降雨量; Re为前期有效降雨量)在泥石流启动方面获得较好的预测效果; 单沟泥石流的启动除了降雨外还与下垫面的地形和物源量存在一定的联系。本研究可为福建地区多植被覆盖区泥石流的降雨阈值模型提供一种改进方法与思路。
Abstract:
Precedent effective precipitation and critical rainfall intensity are usually selected to constitute the early warning index of debris flow. An imperative approach to settle precedent effective precipitation is to inquire the number of days affected by precedent rainfalls and the rainfall attenuation coefficient on a daily basis. Now, extensive debris flows are posing great threats to the mountainous areas of Fujian province, China, which need extensive investigation on their mobilization model. In this study, the situation of debris flows in the mountainous areas of Fujian, China was generally addressed and all methods to determine precedent effective precipitation were documented. By comparing historical data of 8-days and 14-days of precedent rainfall, it was certain that 8-days was a proper parameter serving as the influence period of precedent effective precipitation. By introducing the Grubbs criterion to eliminate anomalous data and using convex hull algorithm to find the outer boundary of scatter data, the power exponential relationship between precedent effective precipitation and 1-hour critical rainfall was established. Moreover, according to the development characteristics of debris flows in Fujian, the influencing factors of rainfall threshold prediction model of debris flows and the future improvement direction were analyzed. According to the analysis, it could be concluded that the debris flow type in Fujian province was mainly slope debris flow type, and the threshold model f(h60,Re)=h60-38.93Re-0.12(h60, hourly precipitation; Re, precedent effective precipitation )based on precedent effective precipitation and short duration heavy rainfall could achieve good prediction effect for debris flow mobilization. The initiation of single gully debris flow was attributed not only to the rainfall of study area but more the underlying surface topography and geomaterial storage of underlying surface. This study can provide an improved method and idea for constructions of rainfall threshold models of debris flows in multi-vegetation covered areas of Fujian province.

参考文献/References:

[1] 叶龙珍,柳侃,黄国平,等. 福建重大地质灾害特征及其影响因素[J]. 中国地质灾害与防治学报,2015,26(1):98-102. [YE Longzhen, LIU Kan, HUANG Guoping, et al. The characteristics and influence factors of catastrophic geological disaster in Fujian province [J]. The Chinese Journal of Geological Hazard and Control, 2015, 26(1):98-102] DOI: 10.16031/j.cnki.issn.1003-8035.2015.01.017
[2] 潘华利,欧国强,黄江成,等. 缺资料地区泥石流预警雨量阈值研究[J]. 岩土力学, 2012,33(7): 2122-2126. [PAN Huali, OU Guoqiang, HUANG Jiangcheng, et al. Study of rainfall threshold of debris flow forewarning in data lack areas [J]. Rock and Soil Mechanics, 2012, 33(7): 2122-2126] DOI: 10.3969/J.ISSN.1000-7598.2012.07.031
[3] 丛威青,潘懋,李铁锋,等. 降雨型泥石流临界雨量定量分析[J]. 岩石力学与工程学报, 2006, 25(Z1):2808-2812. [CONG Weiqing, PAN Mao, LI Tiefeng, et al. Quantitative analysis of critical rainfall-triggered debris flows [J]. Chinese Journal Of Rock Mechanics and Engineering, 2006, 25(Z1): 2808-2812]DOI: 10.3321/J.ISSN:1000-6915.2006.Z1.032
[4] 潭万沛. 泥石流沟的临界雨量线分布特征[J]. 水土保持通报, 1989,9(6):21-26. [TAN Wanpei. Distribution characters of critical rainfall line for the debris flow gully [J]. Bulletin of Soil and Water Conservation, 1989, 9(6): 21-26]
[5] 谭炳炎,杨大文,石胜国. 暴雨泥石流预报的研究[J]. 铁道学报, 1992,14(3):92-101. [TAN Bingyan, YANG Dawen, SHI Shengguo. The study of prediction for debris flow caused by rainstorm [J]. Journal of the China Railway Society, 1992, 14(3): 92-101]
[6] CAINE N. The rainfall intensity-duration control of shallow landslides and debris flows [J]. Geografiska Annaler: Series A, Physical Geography, 1980, 62(1-2): 23-27. DOI: 10.1007/s10346-007-0112-1
[7] GUZZETTI F, PERUCCACCI S, ROSSI M, et al. The rainfall intensity-duration control of shallow landslides and debris flows: An update [J]. Landslides, 2008, 5(1): 3-17. DOI: 10.1007/s10346-007-0112-1
[8] DZ/T 0220-2006. 泥石流灾害防治工程勘查规范[S]. 北京:中国标准出版社, 2006. [DZ/T 0220-2006. Specification of geological investigation for debris flow stabilization [S]. Beijing: Standards Press of China, 2006]
[9] 姚令侃. 用泥石流发生频率及暴雨频率推求临界雨量的探讨[J]. 水土保持学报, 1988,2(4):72-78.[YAO Lingkan. A research on the calculation of critical rainfall with frequency of debris flow and torrential rain [J]. Journal of Soil and Water Conservation, 1988, 2(4): 72-78]
[10] 徐继维,于国强,张茂省,等. 舟曲地区泥石流降雨临界阈值, 2017, 35(1): 39-47. [XU Jiwei, YU Guoqiang, ZHANG Maosheng, et al. Critical rainfall thresholds for debris flows in Zhouqu, China [J]. Mountain Research, 2017, 35(1): 39-47] DOI: 10.16089/j.cnki.1008-2786.000194
[11] 倪化勇,唐川. 中国泥石流起动物理模拟试验研究进展[J]. 水科学进展, 2014, 25(4):606-613. [NI Huayong, TANG Chuan. Advances in the physical simulation experiment on debris flow initiation in China [J]. Advances in Water Science, 2014, 25(4): 606-613] DOI: 10.14042/J.CNKI.32.1309.2014.04.005
[12] 余斌,朱云波,刘秧. 坡面泥石流降雨预报模型[J]. 水科学进展, 2017,28(6):839-848. [YU Bin, ZHU Yunbo, LIU Yang. Prediction model of hillslope debris flows [J]. Advances in Water Science, 2017, 28(6): 839-848] DOI: 10.14042/j.cnki.32.1309.2017.06.005
[13] 余斌,朱渊,王涛. 沟床起动型泥石流的10min降雨预报模型[J]. 水科学进展, 2015,26(3):347-355. [YU Bin, ZHU Yuan, WANG Tao, et al. Research on the 10-minute rainfall prediction model for debris flows [J]. Advances in Water Science, 2015, 26(3): 347-355] DOI: 10.14042/J.CNKI.32.1309.2015.03.006
[14] 郭晓军,范江琳,崔鹏,等. 汶川地震灾区泥石流的诱发降雨阈值[J]. 山地学报, 2015, 33(5):579-586. [GUO Xiaojun, FAN Jianglin, CUI Peng, et al. Thresholds of rainfall triggering debris flows in Wenchuan earthquake area [J]. Mountain Research, 2015, 33(5): 579-586] DOI: 10.16089/j.cnki.1008-2786.000072
[15] 狄靖月, 许凤雯, 李宇梅, 等. 东南地区引发地质灾害降水分型及阈值分析[J]. 灾害学, 2019, 34(1):62-67+93. [DI Jingyue, XU Fengwen, LI Yumei, et al. Precipitation type and threshold analysis of geological disasters in southeast [J]. Journal of Catastrophology, 2019, 34(1):62-67+93] DOI: 10.3969/j.issn.1000-811X.2019.01.013
[16] 刘成,徐刚. 坡面泥石流活动与降水之间的关系初探——以重庆北碚地区为例[J]. 水文地质工程地质, 2006(4):94-97. [LIU Cheng, XU Gang. A preliminary study of the relationship between debris flow on slope and precipitation——a case study in Beibei, Chongqing [J]. Hydrogeology and Engineering Geology, 2006(4): 94-97] DOI: 10.3969/j.cnki.issn.1000-3665.2006.04.023
[17] 崔鹏,杨坤,陈杰. 前期降雨对泥石流形成的贡献——以蒋家沟泥石流形成为例[J]. 中国水土保持科学, 2003,1(1):11-13. [CUI Peng, YANG Kun, CHEN Jie. Relationship between occurrence of debris flow and antecedent precipitation: Taking the Jiangjia Gully as an example [J]. Science of Soil and Water Conservation, 2003, 1(1): 11-13] DOI: 10.16843/j.sswc.2003.01.006
[18] 濑尾克美, 原口腾则, 菊井稔宏, 等. 土砂灾害警戒避难基准雨量的课题和改良[J]. 砂防学会, 2001,53(6): 37-44. [SENOO K, HARAGUCHI K, KIKUI T, et al. On the theme and improvement of standard rain-fall of warning and evacuation from sediment disasters [J]. Journal of the Japan Society of Erosion Control Engineering, 2001,53(6): 37-44] DOI: 10.11475/sabo1973.53.6_37
[19] 伍宇明,兰恒星,高星,等. 台风暴雨型滑坡降雨阈值曲线研究——以福建地区为例[J]. 工程地质学, 2014, 22(2): 255-262. [WU Yuming, LAN Hengxing, GAO Xing, et al. Rainfall threshold of storm-induced landslides in typhoon areas: A case study of Fujian province [J]. Journal of Engineering Geology, 2014, 22(2): 255-262] DOI: 10.13544/j.cnki.jeg.2014.02.012
[20] 陈景武. 蒋家沟暴雨泥石流预报研究[G]//吴积善, 康志成, 田连权, 等. 云南蒋家沟泥石流观测研究, 北京:科学出版社, 1990:197-213. [CHEN Jingwu. Study on debris flow forecast in Jiangjia Gully [G]//WU Jishan, KANG Zhicheng, TIAN Lianquan, et al. Observation and research on debris flows in Jiangjia Gully in Yunnan, Beijing: Science Press, 1990:197- 213]
[21] 黄俊宝. 闽东南台风暴雨型滑坡成灾临界降雨量研究[C]. 杭州: “资源保障 环境安全——地质工作使命”华东六省一市地学科技论坛文集, 2011:226-229. [HUANG Junbao. The study on the critical rainfall of typhoon-type landslide disaster in Fujian southeast [C]. Hangzhou: Collection of Geoscience and Technology Forum of Six Provinces and One City in East China, 2011: 226-229]
[22] 韦方强,胡凯衡,陈杰. 泥石流预报中前期有效降水量的确定[J]. 山地学报, 2005, 23(4): 453-457. [WEI Fangqiang, HU Kaiheng, CHEN Jie. Determination of effective antecedent rainfall for debris flow forecast [J]. Mountain Research, 2005, 23(4): 453-457] DOI: 10.3969/j.issn.1008-2786.2005.04.012
[23] 高珊,刘爱鸣,黄志刚,等. 福建省强降水诱发地质灾害特征分析[J]. 福建地质, 2010(Z1): 64-71. [GAO Shan, LIU Aiming, HUANG Zhigang, et al. The character analysis on heavy rainfall inducing geological hazards in Fujian province [J]. Geology of Fujian, 2010(Z1):64-71] DOI: 10.3969/j.issn.1001-3970.2010.z1.012
[24] GLADE T, CROZIER M, SMITH P. Applying probability determination to refine landslide-triggering rainfall thresholds using an empirical “antecedent daily rainfall model” [J]. Pure and Applied Geophysics, 2000, 157(6): 1059-1079. DOI: 10.1007/s000240050017
[25] 刘国治. 福建省安溪县地质灾害防灾预警体系建设探讨[J]. 地质灾害与环境保护, 2005,16(2):151-154. [LIU Guozhi. Study on geological hazards-prevention alarm systems construction Anxi county, Fujian province [J]. Journal of Geological Hazards and Environment Preservation, 2005,16(2):151-154] DOI: 10.3969/j.issn.1006-4362.2005.02.009
[26] 熊艳艳,吴先球. 粗大误差四种判别准则的比较和应用[J]. 大学物理实验, 2010, 23(1):66-68. [XIONG Yanyan, WU Xianqiu. The generalizing application of four judging criterions for gross errors [J]. Physical Experiment of College. 2010, 23(1): 66-68] DOI: 10.3969/j.issn.1007-2934.2010.01.022
[27] 毛鹏. 快速凸包计算实现及其应用[D]. 西安: 西安电子科技大学, 2013: 25-29.[MAO Peng. Fast convexhull computation implementation and its application [D]. Xi'an: Xi'an University of Electronica Science and Technology, 2013: 25-29]
[28] 韦方强,江玉红,杨红娟,等. 东南地区泥石流活动与降水气候特征的关系[J]. 山地学报, 2010,28(5): 616-622. [WEI Fangqiang, JIANG Yuhong, YANG Hongjuan, et al. Relationship between debris flow activity and precipitation characteristics in southeastern China [J]. Mountain Research, 2010,28(5):616-622] DOI: 10.3969/j.issn.1008-2786.2010.05.015

备注/Memo

备注/Memo:
收稿日期(Received date):2020-07-23 修订日期(Accepted date): 2021-10-21
基金项目(Foundation item):福建省生态地质项目(闽地环务[2021]56号)[Fujian Eco-Geological Project(Fujian Bureau of Geology and Mineral Resources Development [2021] No. 56)]
作者简介(Biography):张添锋(1987-),男,福建福州人,硕士,工程师,主要研究方向:地质灾害防治。[ZHANG Tianfeng(1987-), male, born in Fuzhou, Fujian province, M.Sc, research on debris flow initiation and erosion mechanism] E-mail: 773973133@qq.com
更新日期/Last Update: 2021-09-30