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考虑浆体黏度的泥石流流速计算方法
引用本文: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.
作者姓名:王喜安  陈剑刚  陈华勇  Nirdesh Nepal  王飞
作者单位:1.中国科学院成都山地灾害与环境研究所 山地灾害与地表过程重点实验室,成都 610041;2.中国科学院大学 工程科学学院,北京 100049;3.中国科学院 青藏高原地球科学卓越创新中心,北京 100101;4.成都理工大学 信息科学与技术学院,成都 610059
基金项目: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
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。

关 键 词:泥石流  流速  浆体黏度  曼宁糙率系数  蒋家沟  
收稿时间:2018-12-24

Calculation of Debris Flow Velocity in Consideration of Viscosity of Slurry
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 Yangtze River Scientific Research Institute,2020,37(4):56-61.
Authors:WANG Xi-an  CHEN Jian-gang  CHEN Hua-yong  Nirdesh Nepal  WANG Fei
Affiliation:1.Key Laboratory of Mountain Hazards and Land Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu 610041, China;2.College of Engineering Science, University of Chinese Academy of Sciences, Beijing 100049, China;3.CAS Center for Excellence in Tibetan Plateau Earth Sciences, Beijing 100101, China;4.College of Information Science and Technology, Chengdu University of Technology, Chengdu 610059, China
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.
Keywords:debris flow  velocity  viscosity of slurry  Manning's roughness coefficient  Jiangjia Ravine  
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