In the aim of exploring the effect of particle arrangement trend on bed surface structure,twelve groups of imbricate bed surfaces were paved manually and their precise digital elevations were obtained by using 3D laser scanning.The roughness characteristics of the imbricate bed surfaces were analysed on the basis of statistical theory and fractal theory.Results unveil that the distribution of relative elevation frequency of imbricate bed surface is negatively skewed and bimodal.The main peaks follow approximate normal distribution and are tall and large,while the minor peaks are short and small.With the increasing of particle size,the sill and the spatial correlation length of the elevation variogram increase.The elevation variance and the sill of the variogram are basically equivalent in quantifying the roughness characteristics of the imbricate bed surfaces.The larger the particle size is,the greater the elevation variance is,the larger the sill of the variogram is,and the rougher the bed surface is,and vice versa.For imbricate bed surfaces,the scale-free upper limit in a two-dimensional specific direction monotonously increases with the increasing of particle size,and its value can be approximately taken as 0.5d50(half of the median particle size).However,for any imbricate bed surface,the scale-free upper limits in different two-dimensional specific directions are roughly the same.In any two-dimensional specific direction,with the expansion of particle size,the fractal dimension decreases,and the bed surface complexity reduces.The roughness characteristics of the imbricate bed surfaces are obviously directional;especially in three directions (0,π/4 and π/2(rad) relative to the flow direction),the roughness characteristics are fairly different.
Key words
imbricate bed surface /
roughness characteristics /
statistical parameters /
variogram /
fractal dimension
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References
[1] 赵连白,袁美琦.粗糙床面与河床阻力关系[J].水道港口,1999(2):19-24.
[2] 喻国良,敖汝庄,郑丙辉,等.冲积河床的河床阻力[J].水利学报,1999(4):1-8.
[3] 周 双,张根广,王新雷,等.均匀泥沙相对暴露度的试验研究[J].泥沙研究,2015(6):40-45.
[4] 孟 震,杨文俊.基于三维泥沙颗粒的相对隐蔽度初步分析[J].泥沙研究,2011(3):17-22.
[5] 钟 亮,王 舒,潘云文,等.卵砾石床面的统计粗糙特征[J].工程科学与技术,2017,49(6):1-9.
[6] PAN Y W,LIU X,CAI T,et al.Influences of Average Particle Size and Non-uniformity on the Statistical Roughness Characteristics of Gravel-bed Surfaces[J].Arabian Journal of Geosciences,2022,15:1021.
[7] ROBERT A.Fractal Properties of Simulated Bed Profiles in Coarse-Grained Channels[J].Mathematical Geology,1991,23(3):367-382.
[8] BUTLER J B,LANE S N,CHANDLER J H.Characterization of the Structure of River-bed Gravels Using Two-dimensional Fractal Analysis[J].Mathematical Geology,2001,33(3):301-330.
[9] QIN J,NG S L.Multifractal Characterization of Water-worked Gravel Surfaces[J].Journal of Hydraulic Research,2011,49(3):345-351.
[10]QIN J,ZHONG D Y,NG S L,et al.Scaling Behavior of Gravel Surfaces[J].Mathematical Geosciences,2012,44(5):583-594.
[11]WEBSTER R.Quantitative Spatial Analysis of Soil in the Field[J].Advances in Soil Science,1985,3:10-12.
[12]ROSSI R E,MULLA D J,FRANZ J E H.Geostatistical Tools for Modeling and Interpreting Ecological Spatial Dependence[J].Ecological Monographs,1992,62(2):277-314.
[13]BUTLER J B,LANE S N,CHANDLER J H.Characterization of the Structure of River-bed Gravels Using Two-dimensional Fractal Analysis[J].Mathematical Geology,2001,33(3):301-330.
[14]巫兆聪.分形分析中的无标度区确定问题[J].测绘学报,2002,31(3):240-244.
[15]孙东坡,李国庆,朱太顺,等.治河及泥沙工程[M].郑州:黄河水利出版社,1999.