Field tests using a submerged jet apparatus were conducted to determine the
erodibility coefficients in alluvial soils along stream channels, The soil
s tested ranged from cohesive clay soils to non-cohesive sandy soils. In ad
dition to performing the jet test at thirty sample sites, laboratory tests
on soil samples taken from each site were done to determine soil bulk densi
ty, antecedent soil moisture, Atterburg limits, and grain size distribution
, Regression analysis was performed on these parameters against the erodibi
lity coefficient to assess whether laboratory testing could be used to exte
nd the submerged jet test results upstream and downstream. Best results wer
e obtained with equations stratified by percent clay and soil activity with
multiple correlation coefficients ranging from 0.78 to 0.96. Preliminary e
fficiency of the equations was 64 percent (coefficient of determination .71
) when compared to an independent data set. Use of the erosion coefficient
in a stream channel degradation model is shown.