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Haschenburger 1999
Haschenburger, J.K. (1999). A probability model of scour and fill depths in gravel-bed channels. Water Resources Research 35: doi: 10.1029/1999WR900153. issn: 0043-1397.

The exponential density function was fitted to frequency distributions of scour and fill depths derived from six single-threaded gravel-bed channels. Scour chains and monitors were used to record the depth of bed activity in the 6 to 20 m wide channels. Goodness-of-fit analyses indicate that the exponential function is a plausible model. Introduction of dimensionless shear stress (&tgr;*) collapses model parameters and the active proportion of the streambed of individual rivers into general trends. An exponential relation between model parameters and &tgr;* suggests a means to derive scour and fill depths to a first approximation based only on flow and channel characteristics. Exponentially distributed depths require over 400 observations to estimate the mean to within 10% with 95% confidence. ¿ 1999 American Geophysical Union

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Abstract

Keywords
Hydrology, Erosion and sedimentation
Journal
Water Resources Research
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Publisher
American Geophysical Union
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