FLUID-MECHANICS AND FRACTAL AGGREGATES

被引:53
|
作者
CHELLAM, S
WIESNER, MR
机构
[1] Department of Environmental Science and Engineering, George R. Brown School of Engineering, Rice University, Houston, TX 77251
关键词
FRACTAL DIMENSION; FLOCCULATION; SEDIMENTATION; FLUID MECHANICS; STREAMLINES; WATER TREATMENT;
D O I
10.1016/0043-1354(93)90030-L
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The disturbances in uniform creeping flow in the presence of an isolated porous floc are investigated theoretically. Using the Carman-Kozeny equation, the floc permeability is related to its fractal dimension, D. Fluid streamlines, drag coefficient and the fluid collection efficiency of porous aggregates are expressed in terms of D. As D increases, for a fixed packing factor and ratio of primary particle radius to floc radius, the permeability is found to decrease and the fluid mechanics resembles more closely that of an isolated impermeable sphere. As a simplification, it is suggested that a rectilinear model for flow up to an impervious sphere may be a reasonable approximation for aggregate-aggregate and particle-aggregate interactions if D less than or similar 2. Curvilinear models for flow up to an impervious sphere may be accurate approximations for interactions involving aggregates with higher fractal dimensions (D greater than or similar to 2.3).
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页码:1493 / 1496
页数:4
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