The possibility of extending Barenblatt's hypothesis of incomplete similari
ty for the velocity profile is analyzed for rough-pipe flows. The verificat
ion of this hypothesis, which leads to a power law in the intermediate regi
on of the flow, is performed using Nikuradse's well-known data for pipes wi
th homogeneous sand roughness. As detailed comparison between the log law a
nd the power law would require much higher measurement resolution, no attem
pt is made here to assess the validity of one or the other law, and the pow
er law profile is simply used as a working hypothesis. The power law fits w
ell for a large part of the pipe section both for the transitionally rough
regime and the fully rough regime. The coefficients of the power law show a
n interesting behavior as a function of the Reynolds number and the relativ
e roughness. For the fully rough regime, it is possible to obtain simple ex
pressions for the power law coefficients and the resistance law. (C) 2001 A
merican Institute of Physics.