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• W2546610280 abstract "Application of a Site-Calibrated Parker-Klingeman Bedload Transport Model Little Granite Creek, Wyoming by Mark R. Weinhold, P.E. Chairperson of the Supervisory Committee: Professor Pierre Y. Julien Department of Civil Engineering The hiding effect between non-uniform sediment particles on a streambed is numerically quantified by an expression called the hiding factor, which relates critical Shields stresses to a ratio of particles sizes in the mixture of the bed. This hiding factor contains two parameters (P-K exponent and D50 reference shear) that will vary from stream to stream. This variability is what allows a bedload transport model, Parker-Klingeman in this case, to be site-calibrated using actual bedload measurements. The optimized value of the P-K exponent was found to be 0.973 at Little Granite Creek, compared to a value of unity for equal mobility. The value of the D50 reference shear, previously considered a constant, was shown to vary with discharge as a power function. Common empirical bedload models of Meyer-Peter and Muller, Einstein-Brown, and Parker-Klingeman all over predict measured transport rates at Little Granite Creek. This occurs primarily because the models predict bed-material transport capacity while the majority of the measured bedload at Little Granite Creek is washload (i.e. supply limited). Using the site-calibrated hiding factor to define the critical Shields stress, both the Parker-Klingeman and Meyer-Peter Muller models predict bedload transport rates" @default.
• W2546610280 created "2016-11-11" @default.
• W2546610280 creator A5041383155 @default.
• W2546610280 date "2001-01-01" @default.
• W2546610280 modified "2023-09-27" @default.
• W2546610280 title "Application of a Site-Calibrated Parker-Klingeman Bedload Transport Model Little Granite Creek, Wyoming" @default.
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