考虑浆体黏度的泥石流流速计算方法

王喜安, 陈剑刚, 陈华勇, Nirdesh Nepal, 王飞

长江科学院院报 ›› 2020, Vol. 37 ›› Issue (4) : 56-61.

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长江科学院院报 ›› 2020, Vol. 37 ›› Issue (4) : 56-61. DOI: 10.11988/ckyyb.20181354
工程安全与灾害防治

考虑浆体黏度的泥石流流速计算方法

  • 王喜安1,2, 陈剑刚1,3, 陈华勇1, Nirdesh Nepal1,2, 王飞4
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Calculation of Debris Flow Velocity in Consideration of Viscosity of Slurry

  • WANG Xi-an1,2, CHEN Jian-gang1,3, CHEN Hua-yong1, Nirdesh Nepal1,2, WANG Fei4
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摘要

泥石流浆体黏度通过影响泥石流内、外部的阻力特征影响泥石流的糙率系数,泥石流糙率系数与浆体黏度之间的关系还没有基于观测数据的定量表述。通过对云南东川蒋家沟泥石流观测资料的分析,研究泥石流糙率系数与浆体黏度之间的关系,并通过回归分析得到考虑浆体黏度的泥石流糙率系数计算公式,最后基于此构建了考虑浆体黏度的泥石流流速计算公式。结果表明,随着泥石流浆体黏度的增加,泥石流糙率系数逐渐增加,浆体黏度在宏观上表现为增阻作用,考虑浆体黏度的泥石流流速计算公式改进了现有公式在计算浆体黏度较高的泥石流流速中的不足。研究结果可为进一步研究浆体黏度对泥石流运动阻力的影响提供参考,也为工程实践中的流速计算和增阻消能设计提供新的思路。

Abstract

The viscosity of slurry affects the roughness coefficient of debris flow by changing the internal and external resistance characteristics of debris flow. Such influence is often neglected and has not been quantitatively expressed based on observed data. In this paper we explore the relation between roughness coefficient and viscosity of slurry based on field measurement data at the downstream channel of Jiangjia Ravine. By regression fitting we acquire the formula of calculating the roughness coefficient of debris flow in consideration of the viscosity of slurry, and further establish the mathematical relation between velocity of debris flow and viscosity. Results illustrate that the roughness coefficient of debris flow increases with the augment of viscosity of slurry. In other words, the viscosity of slurry enhances resistance in a macroscopic sense. The present formula overcomes the shortcomings of existing formulae in calculating the velocity of debris flow with high viscosity. The results provide a reference for further study of the influence of viscosity of slurry on the resistance of debris flow, and offer a new idea for calculating flow velocity and designing energy dissipation methods.

关键词

泥石流 / 流速 / 浆体黏度 / 曼宁糙率系数 / 蒋家沟

Key words

debris flow / velocity / viscosity of slurry / Manning's roughness coefficient / Jiangjia Ravine

引用本文

导出引用
王喜安, 陈剑刚, 陈华勇, Nirdesh Nepal, 王飞. 考虑浆体黏度的泥石流流速计算方法[J]. 长江科学院院报. 2020, 37(4): 56-61 https://doi.org/10.11988/ckyyb.20181354
WANG Xi-an, CHEN Jian-gang, CHEN Hua-yong, Nirdesh Nepal, WANG Fei. Calculation of Debris Flow Velocity in Consideration of Viscosity of Slurry[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 56-61 https://doi.org/10.11988/ckyyb.20181354
中图分类号: P694   

参考文献

[1] CHEN J G, CHEN X Q, TAO W, et al. Types and Causes of Debris Flow Damage to Drainage Channels in the Wenchuan Earthquake Area[J]. Journal of Mountain Science, 2014, 11(6): 1406-1419.
[2] CHEN J, CHEN X, LI Y, et al. An Experimental Study of Dilute Debris Flow Characteristics in a Drainage Channel with an Energy Dissipation Structure[J]. Engineering Geology, 2015, 193: 224-230.
[3] CHEN X Q, CHEN J G, ZHAO W Y, et al. Characteristics of a Debris-Flow Drainage Channel with a Step-Pool Configuration[J]. Journal of Hydraulic Engineering, 2017, 143(9), doi: 10.1061/(ASCE)HY.1943-7900.0001352.
[4] WANG T, CHEN X Q, LI K, et al. Experimental Study of Viscous Debris Flow Characteristics in Drainage Channel with Oblique Symmetrical Sills[J]. Engineering Geology, 2018, 233: 55-62.
[5] CHOW T V. Open-channel Hydraulics[M]. New York: McGraw-Hill, 1959: 680.
[6] AULITZKY H. The Debris Flows of Austria[J]. Bulletin of the International Association of Engineering Geology, 1989, 40(1): 5-13.
[7] JULIEN P Y, PARIS A. Mean Velocity of Mudflows and Debris Flows[J]. Journal of Hydraulic Engineering, 2010, 136(9): 676-679.
[8] 吴积善.泥石流流态及流速计算[C]∥中国科学院成都地理研究所.泥石流论文集(1).重庆:科学技术文献出版社重庆分社,1981:79-86.
[9] 康志成.云南东川蒋家沟粘性泥石流流速分析[C]∥中国科学院兰州冰川冻土研究所.中国科学院兰州冰川冻土研究所集刊第4号.北京:科学出版社,1985:104-108.
[10]吴积善,田连权,康志成,等.泥石流及其综合治理[M].北京:科学出版社,1993:170-180.
[11]HUNGR O, MORGAN G C, KELLERHALS R. Quantitative Analysis of Debris Torrent Hazards for Design of Remedial Measures[J]. Canadian Geotechnical Journal, 1984, 21(4): 663-677.
[12]HU K H, TIAN M, LI Y. Influence of Flow Width on Mean Velocity of Debris Flows in Wide Open Channel[J]. Journal of Hydraulic Engineering, 2013, 139(1): 65-69.
[13]朱兴华,崔 鹏,唐金波,等.粘性泥石流流速计算方法[J].泥沙研究,2013(3): 59-64.
[14]王裕宜,詹钱登,韩文亮,等.粘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):9-13.
[15]BULMER M H, BARNOUIN-JHA O S, PEITERSON M N, et al. An Empirical Approach to Studying Debris Flows: Implications for Planetary Modeling Studies[J]. Journal of Geophysical Research Planets, 2002, 107(E5): 9-1-9-14.
[16]CHEN C-L. Comprehensive Review of Debris Flow Modeling Concepts in Japan[M]∥COSTA J E, WIECZOREK G F. Reviews in Engineering Geology, Vol Ⅶ. Debris Flows/Avalanches: Process, Recognition, and Mitigation. USA: The Geological Society of America, Boulder, CO, 1987: 13-29.
[17]YANG H J, WEI F Q, HU K H. Mean Velocity Estimation of Viscous Debris Flows[J]. Journal of Earth Science, 2014, 25(4): 771-778.
[18]蒋 树,文宝萍.国内外泥石流活动关键指标估算方法之比较[J]. 水文地质工程地质, 2012,39(3):86-96.
[19]崔 鹏, 唐金波, 林鹏智. 泥石流运动阻力特性及其研究进展[J]. 工程科学与技术, 2016, 48(3):1-11.
[20]魏 丽, 胡凯衡, 黎晓宇, 等. 蒋家沟泥石流沟道年际冲淤变化特征分析[J]. 长江科学院院报,2017,34(9):57-62.
[21]杜榕桓,康志成,陈循谦,等. 云南小江泥石流综合考察与防治规划研究[M]. 重庆:科学技术文献出版社重庆分社, 1987.
[22]康志成,崔 鹏,韦方强,等.中国科学院东川泥石流观测研究站观测实验资料集(1961—1984)[M].北京: 科学出版社,2006: 254-255.
[23]费祥俊,朱平一.泥石流的粘性及其确定方法[J].铁道工程学报, 1986(4): 9-16.

基金

国家自然科学基金项目(41661144028);中国科学院青年创新促进会(2017426);中国科学院“西部之光”人才项目

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