The distribution of boundary shear stress in circular conduits flowing part
ially full, with and without a smooth flat bed simulating deposited sedimen
ts, has been examined experimentally ranging from 0.375 < F < 1.96 and 6.5
X 10(4) < R < 3.42 X 10(5), using the Preston tube technique The invert lev
el of the hat bed and the water depth have been varied to simulate a wide r
ange of possible flow conditions that may occur in culverts, sewers, and hy
dropower tunnels. The distribution of boundary shear stress around the wett
ed perimeter is shown to be highly sensitive to changes in cross-sectional
shape. The results have been analyzed in terms of the variation of local/gl
obal shear stress versus perimetric distance, and the percentage of the tot
al shear force acting on the wall or bed of the conduit. The %SFw. results
have been shown to agree well with Knight's empirical formula for prismatic
channels. The influence of secondary flows on the distribution of boundary
shear stress and the implications of this for sediment transport have also
been examined.