Drumond M C, Deen W M
Department of Chemical Engineering, Massachusetts Institute of Technology, Cambridge.
J Biomech Eng. 1994 May;116(2):184-9. doi: 10.1115/1.2895718.
As a model for flow through the slit diaphragms which connect the epithelial foot processes of renal glomerular capillaries, finite element solutions of Stokes equations were obtained for flow perpendicular to a row of cylinders confined between parallel walls. A dimensionless "additional resistance" (f), defined as the increment in resistance above the Poiseuille flow value, was computed for L/W < or = 4 and 0.1 < or = R/L < or = 0.9, where L is half the distance between cylinder centers, W is half the distance between walls and R is the cylinder radius. Two factors contributed to f: the drag on the cylinders, and the incremental shear stresses on the walls of the channel. Of these two factors, the drag on the cylinders tended to be dominant. A more complex representation of the slit diaphragm, suggested in the literature, was also considered. The predicted hydraulic permeability of the slit diaphragm was compared with experimental values of the overall hydraulic permeability of the glomerular capillary wall.
作为流经连接肾小球毛细血管上皮足突的裂孔隔膜的模型,针对垂直于夹在平行壁之间的一排圆柱体的流动,获得了斯托克斯方程的有限元解。对于L/W≤4且0.1≤R/L≤0.9,计算了无量纲的“附加阻力”(f),其中L是圆柱体中心之间距离的一半,W是壁之间距离的一半,R是圆柱体半径。f由两个因素造成:圆柱体上的阻力以及通道壁上的附加剪应力。在这两个因素中,圆柱体上的阻力往往占主导。还考虑了文献中提出的裂孔隔膜的更复杂表示。将预测的裂孔隔膜水力渗透率与肾小球毛细血管壁的整体水力渗透率实验值进行了比较。