泥石流浆体冲击特性实验研究

何晓英;唐红梅;朱绣竹;陈洪凯

振动与冲击 ›› 2013, Vol. 32 ›› Issue (24) : 127-134.

PDF(3330 KB)
PDF(3330 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (24) : 127-134.
论文

泥石流浆体冲击特性实验研究

  • 何晓英,唐红梅,朱绣竹,陈洪凯
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Experimental Study on the Impacting Characteristic of debris flow slurry

  • He Xiaoying, Tang Hongmei, Zhu Xiuzhu, Chen Hongkai
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摘要

进行液相浆体粘度0Pa•s、 0.13 Pa•s、0.37P Pa•s、0.72 Pa•s、0.93 Pa•s的泥石流浆体冲击特性模型实验,采用小波方法揭示泥石流浆体冲击特性,结果体现在三方面:随着泥石流浆体粘度的增大,泥石流冲击力与冲击力标准差呈非线性增大,冲击力概率密度由近似正态分布逐渐偏离;泥石流95%以上的冲击能量分布在小于1.958Hz 的低频部分;泥石流冲击能量百分比总体从低频至高频呈迅速衰减分布趋势,且泥石流粘度越高,低频段至高频段的冲击能量衰减速度越快。本文成果对于推动泥石流动力特性科学研究具有积极意义。

Abstract

Established a physical experimental model in laboratory for different slurry viscosities of debris flow, composing of five slurry viscosities with 0Pa•s, 0.13 Pa•s, 0.37P Pa•s, 0.72 Pa•s and 0.93 Pa•s, impacting characteristics for fluctuating impacting load of debris flow are unveiled in detail by wavelet theory. Three aspects are displayed for the characteristics, i.e., the first, with the increase of debris flow’s slurry viscosity, the impacting load and the standard deviation of it exhibited a nonlinear increase, and the probability density gradually deviated from Gaussian distribution. The second, the 95 percent of the impacting energy of debris flow centralized in low frequency, whose frequency is less than 1.958Hz, and the percentage of impacting energy rapidly decreases from low frequency to high frequency, further more, the bigger the slurry viscosity is, the faster the decreasing speed is. The results in the paper are positive in the studies on dynamical features of debris flow.


关键词

粘性泥石流 / 冲击特性 / 模型实验 / 浆体粘度

Key words

viscosity debris flow / impacting characteristic / model test / slurry viscosity

引用本文

导出引用
何晓英;唐红梅;朱绣竹;陈洪凯. 泥石流浆体冲击特性实验研究[J]. 振动与冲击, 2013, 32(24): 127-134
He Xiaoying;Tang Hongmei;Zhu Xiuzhu;Chen Hongkai. Experimental Study on the Impacting Characteristic of debris flow slurry[J]. Journal of Vibration and Shock, 2013, 32(24): 127-134

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