Stone M, Krishnappan B G
School of Planning, Department of Geography, University of Waterloo, Waterloo, Ontario, Canada N2L 3C5.
Water Res. 2003 Jun;37(11):2739-47. doi: 10.1016/S0043-1354(03)00082-4.
Fractal dimensions of particle populations of cohesive sediment were examined during deposition experiments in an annular flume at four conditions of steady-state flow (0.058, 0.123, 0.212 and 0.323Pa). Light microscopy and an image analysis system were used to determine area, longest axis and perimeter of suspended solids. Four fractal dimensions (D, D(1), D(2), D(k)) were calculated from the slopes of regression lines of the relevant variables on double log plots. The fractal dimension D, which relates the projected area (A) to the perimeter (P) of the particle (P proportional, variant A(D/2)), increased from 1.25+/-0.005 at a shear stress of 0.058Pa to a maximum of 1.36+/-0.003 at 0.121Pa then decreased to 1.34+/-0.001 at 0.323Pa. The change in D indicated that particle boundaries became more convoluted and the shape of larger particles was more irregular at higher levels of shear stress. At the highest shear stress, the observed decrease in D resulted from floc breakage due to increased particle collisions. The fractal dimension D(1), which relates the longest axis (l) to the perimeter of the particle (P proportional to l(D1)), increased from 1.00+/-0.006 at a shear stress of 0.058Pa to a maximum of 1.25+/-0.003 at 0.325Pa. The fractal dimension D(2), which relates the longest axis with the projected area of the particle (A proportional to l(D(2)), increased from 1.35+/-0.014 at a shear stress of 0.058Pa to a maximum of 1.81+/-0.005 at 0.323Pa. The observed increases in D(1) and D(2) indicate that particles became more elongated with increasing shear stress. Values of the fractal dimension D(k), resulting from the Korcak's empirical law for particle population, decreased from 3.68+/-0.002 at a shear stress of 0.058Pa to 1.33+/-0.001 at 0.323Pa and indicate that the particle size distribution changed from a population of similar sized particles at low shear to larger flocculated particles at higher levels of shear. The results show that small particle clusters (micro-flocs) are the formational units of larger flocs in the water column and the stability of larger flocs is a function of the shear stress at steady state.
在内径固定的水槽中进行沉积实验时,研究了在四种稳态水流条件(0.058、0.123、0.212和0.323Pa)下粘性沉积物颗粒群的分形维数。使用光学显微镜和图像分析系统确定悬浮固体的面积、最长轴和周长。根据双对数图上相关变量的回归线斜率计算出四个分形维数(D、D(1)、D(2)、D(k))。分形维数D将颗粒的投影面积(A)与周长(P)相关联(P∝A^(D/2)),在剪应力为0.058Pa时从1.25±0.005增加到0.121Pa时的最大值1.36±0.003,然后在0.323Pa时降至1.34±0.001。D的变化表明,在较高剪应力水平下,颗粒边界变得更加复杂,较大颗粒的形状更不规则。在最高剪应力下,观察到的D值下降是由于颗粒碰撞增加导致絮凝体破碎。分形维数D(1)将最长轴(l)与颗粒周长相关联(P∝l^(D1)),在剪应力为0.058Pa时从1.00±0.006增加到0.325Pa时的最大值1.25±0.003。分形维数D(2)将最长轴与颗粒的投影面积相关联(A∝l^(D(2))),在剪应力为0.058Pa时从1.35±0.014增加到0.323Pa时的最大值1.81±0.005。观察到的D(1)和D(2)增加表明,随着剪应力增加,颗粒变得更加细长。根据颗粒群的科尔卡克经验定律得出的分形维数D(k)值,从剪应力为0.058Pa时的3.68±0.002降至0.323Pa时的1.33±0.001,表明颗粒尺寸分布从低剪应力下大小相似的颗粒群变为高剪应力下较大的絮凝颗粒。结果表明,小颗粒团簇(微絮凝体)是水柱中较大絮凝体的形成单元,较大絮凝体的稳定性是稳态剪应力的函数。