Mc. Drumond et al., STRUCTURAL BASIS FOR REDUCED GLOMERULAR-FILTRATION CAPACITY IN NEPHROTIC HUMANS, The Journal of clinical investigation, 94(3), 1994, pp. 1187-1195
Previous studies have established that in a variety of human glomerulo
pathies the reduced glomerular filtration rate (GFR) is due to a marke
d lowering of the ultrafiltration coefficient (K-f). To identify the f
actors which lower Kf, we measured the filtering surface area per glom
erulus, filtration slit frequency, basement membrane thickness, and GF
R and its determinants in patients with minimal change and membranous
nephropathies and in age-matched healthy controls. Overall values of K
-f, for the two kidneys were calculated from GFR, renal plasma flow ra
te, systemic colloid osmotic pressure, and three assumed values for th
e transcapillary pressure difference. ''Experimental'' values of the g
lomerular hydraulic permeability (k(exp)) were then calculated from K-
f, glomerular filtering surface area, and estimates of the total numbe
r of nephrons of the two kidneys. Independent estimates of the glomeru
lar hydraulic permeability (k(model)) were obtained using a recent mat
hematical model that is based on analyses of viscous flow through the
various structural components of the glomerular capillary wall. Indivi
dual values of basement membrane thickness and filtration slit frequen
cy were used as inputs in this model. The results indicate that the re
ductions of K-f in both nephropathies can be attributed entirely to re
duced glomerular hydraulic permeability. The mean values of k(exp) and
k(model) were very similar in both disorders and much smaller in the
nephrotic groups than in healthy controls. There was good agreement be
tween k(exp) and k(model) for any given group of subjects. It was show
n that, in both groups of nephrotics, filtration slit frequency was a
more important determinant of the water flow resistance than was basem
ent membrane thickness. The decrease in filtration slit frequency obse
rved in both disorders caused the average path length for the filtrate
to increase, thereby explaining the decreased hydraulic permeability.