Sand and gravel transport were sampled in flow rates from just above t
o several times the critical shear stress of the bed material at two s
ites on Goodwin Creek, Mississippi. Transport rates representative of
the channel cross section were calculated from these samples. The stan
dard deviations of the transport rates were approximately equal to the
mean for transport rates grouped by bed shear stress. Normalized prob
ability density functions defined for the transport rates were most cl
osely approximated by a gamma form of the probability function. The pr
obable accuracy in the prediction of the time-averaged transport rate
for a given number of measured transport rates can be calculated from
this information.