宁夏贺兰山贺兰沟“8·21”泥石流运动分析与易发性评价

杨有贞 ,  马逸舒 ,  邓检良 ,  张驰 ,  李学军 ,  左娜 ,  马韵琪 ,  刘葳

西北工程技术学报(中英文) ›› 2026, Vol. 25 ›› Issue (2) : 159 -167.

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西北工程技术学报(中英文) ›› 2026, Vol. 25 ›› Issue (2) : 159 -167. DOI: 10.26974/j.cnki.XBGC.2026.02.008
防灾减灾新技术

宁夏贺兰山贺兰沟“8·21”泥石流运动分析与易发性评价

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Analysis of the 8·21 Debris Flow and Susceptibility Assessment of Helan Valley in Helan Mountains, Ningxia

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摘要

2016 年 8 月 21 日,宁夏贺兰山贺兰沟发生了泥石流灾害。为此,基于 DEM 高程和高精度影像,建立 Arc⁃GIS 计算模型,获取贺兰沟泥石流的容重、流速、流量和一次过程总量等参数;利用 Massflow 软件模拟贺兰沟泥石流运动特征,分析泥深、流速变化规律;结合地形、物源和水源条件,评价泥石流的易发特性。结果表明,贺兰沟“8·21”泥石流属于短时强降雨激发的稀性泥石流,流速主要在 6 m/s 以下,贺兰沟植被较少、阻碍作用小,导致泥石流流速较大;平均泥深为 1~6 m,最大泥深可达 10 m 以上,沟内中部泥深厚度大,沿沟道两侧逐渐递减;一次泥石流过程总量为 4.81×105 m3,属于中等易发性泥石流。

Abstract

On August 21, 2016, a debris flow disaster occurred in Helan Valley, Helan Mountain, Ningxia. Therefore, based on DEM elevation and high-precision images, an ArcGis computational model was established to obtain parameters such as bulk density, flow velocity, flow rate, and total volume of the debris flow process in Helan Valley. The Massflow software was used to simulate the movement characteristics of the debris flow in Helan Valley and analyze the variations in sediment depth and flow velocity. By combining the topography, material sources, and water sources, the susceptibility characteristics of the debris flow were evaluated. The results showed that the 8·21 debris flow in Helan Valley was a rare debris flow triggered by short-duration heavy rainfall, with flow velocities primarily below 6 m/s. The sparse vegetation in Helan Valley resulted in minimal resistance, leading to higher flow velocities; the average sediment depth ranged from 1 to 6 m, with a maximum sediment depth exceeding 10 m. The sediment depth was greatest in the middle of the valley and gradually decreased along the sides of the valley; the total volume of a single debris flow event was 4.81×105 m3, indicating a moderate susceptibility to debris flows.

关键词

贺兰沟 / 泥石流 / Massflow / 成灾特征 / 易发性

Key words

Helan Valley / debris flow / Massflow / disaster characteristics / susceptibility

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杨有贞,马逸舒,邓检良,张驰,李学军,左娜,马韵琪,刘葳. 宁夏贺兰山贺兰沟“8·21”泥石流运动分析与易发性评价[J]. 西北工程技术学报(中英文), 2026, 25(2): 159-167 DOI:10.26974/j.cnki.XBGC.2026.02.008

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参考文献

[1]

An H C, Ouyang C J, Wang F L, et al. Comprehensive analysis and numerical simulation of a large debris flow in the Meilong catchment, China[J].Engineering Geology, 2022, 298: 106546.

[2]

费祥俊, 舒安平. 泥石流运动机理与灾害防治[M].北京: 清华大学出版社, 2004.

[3]

宋银, 陈亮, 王研, 等. 云南德钦县一中河泥石流成灾特征及危险性评价[J].中国地质灾害与防治学报, 2024, 35(5): 103-109.

[4]

陈长坤, 戴琦乐, 余荣付, 等. 基于灾害演化网络的泥石流风险评估方法研究[J].灾害学, 2024, 39(2): 62-66.

[5]

段学良, 马凤山, 郭捷, 等. 基于Massflow模型的西藏仁布杰仲沟泥石流运动特征分析[J].中国地质灾害与防治学报, 2019, 30(6): 25-33.

[6]

李鹏浩, 和振兴, 李斌强, 等. 泥石流冲击下山区铁路车-轨-桥系统动力学行为特性研究[J].振动与冲击, 2024, 43(22): 37-44.

[7]

赵峥, 刘铁骥, 陈亮, 等. 基于Fluent强震区王家沟泥石流运动特征研究[J].灾害学, 2021, 36(2): 208-212.

[8]

Guo Y T, Feng Z, Wang L C, et al. Hazard assessment of debris flow: A case study of the huiyazi debris flow[J].Water, 2024, 16(10): 1349.

[9]

Ouyang C J, Wang Z W, An H C, et al. An example of a hazard and risk assessment for debris flows: A case study of Niwan Gully, Wudu, China[J].Engineering Geology, 2019, 263: 105351.

[10]

李金秋, 张永双, 任三绍, 等. 金沙江上游扎马古滑坡复活特征及堵河危险性分析[J].水利学报, 2024, 55(4): 481-492.

[11]

Li Y J, Wang M Y, Ma F K, et al. Constructing rainfall threshold for debris flows of a defined hazardous magnitude[J].Remote Sensing, 2024, 16(7): 1265.

[12]

新京报即时新闻. 宁夏贺兰山中北段突发山洪 已营救被困人员248名[EB/OL]. (2016-08-22)[2024-12-12]. https://www.163.com/news/article/BV3S7QRR00014SEH.html.

[13]

Yang Y Z, Lin Q Q, Ma H L, et al. A semi-empirical damage model of helankou rocks based on acoustic emission[J].Materials, 2023, 16(11): 4001.

[14]

杨侃, 纪晓玲, 毛璐, 等. 异常环流背景下贺兰山地形对8·21 特大致洪暴雨的影响分析[J].自然灾害学报, 2020, 29(1): 132-142.

[15]

李军, 张万宝. 宁夏贺兰山地区暴雨洪水及其特性分析[J].中国防汛抗旱, 2018, 28(4): 60-62.

[16]

仲佳鑫, 倪万魁, 黄玮. 宁夏贺兰山区郑官沟水石流发育特征与形成机理研究[J].西北地质, 2018, 51(3): 223-231.

[17]

卫玺玺, 晁鑫艳, 郑景明, 等. 贺兰山东、西侧典型植物群落物种多样性差异及其影响因子[J].生态环境学报, 2024, 33(4): 520-530.

[18]

刘葳, 杨有贞, 刘美汐, 等. 冻融条件下贺兰口岩石损伤声发射特征研究[J].西北工程技术学报, 2024, 23(3): 243-251.

[19]

梅廷义. 利用贺兰山砂岩修筑高速公路防滑面层的性能研究[C]//中国公路学会. 第四届全国公路科技创新高层论坛论文集[上卷].北京: 人民交通出版社, 2008: 305-308.

[20]

Ouyang C J, He S M, Xu Q, et al. A MacCormack-TVD finite difference method to simulate the mass flow in mountainous terrain with variable computational domain[J].Computers & Geosciences, 2013, 52: 1-10.

[21]

史继帅, 姜亮, 翟胜强. 四川甘洛县黑西洛沟“8·31”泥石流动力过程[J].中国地质灾害与防治学报, 2024, 35(3): 52-60.

[22]

Xiang W, Ouyang C J, An H C, et al. Mechanism analysis and dynamic simulation of landslide-generated debris flow influenced by forest fire prevention road[J].Bulletin of Engineering Geology and the Environment, 2024, 83(3): 72.

[23]

Palau R M, Hürlimann M, Pinyol J, et al. Recent debris flows in the Portainé catchment (Eastern Pyrenees, Spain): Analysis of monitoring and field data focussing on the 2015 event[J].Landslides, 2017, 14(3): 1161-1170.

[24]

王裕宜, 詹钱登, 韩文亮, 等. 黏性泥石流体的应力应变特性和流速参数的确定[J].中国地质灾害与防治学报, 2003, 14(1): 12-16.

[25]

中国地质灾害防治工程行业协会. 泥石流灾害防治工程勘查规范(试行): T/CAGHP 006-2018[S].武汉: 中国地质大学出版社, 2018.

[26]

岳发鹍. “8·21”贺兰山东麓特大暴雨洪水应对措施和思考[J].中国水利, 2017(15): 49-51.

[27]

吴勇拓, 李致家, 戚振亚, 等. 基于水文模型的缺资料流域设计洪水计算[J].河海大学学报(自然科学版), 2023, 51(6): 1-8.

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