2009World Environmental and Water Resources Congress 2009Requires access

Stochastic Non-Equilibrium Bedload Transport Model

Ken Z. Kuai, Christina W. Tsai

Open publisher page 2 citations

Abstract

Sediment particle transport can be viewed as a Markov chain. In a nonequilibrium condition, the interchange of sediment particles occurs not only between the bedload layer and the bed surface, but also across the interface between bedload and suspended load. The bedload transport rate is the product of the total particle volume in saltation and the average saltating velocity. We can quantify the number of saltating particles by modeling the occupancy probabilities vector of particles staying in three states (i.e., bed surface, bedload layer, and the interchange layer between the bedload and the suspended load.). The new stochastic bedload relation is validated against existing bedload model (Soong and Graf 1997). The influence of sudden changes in flow-sediment properties on the bedload transport rate is investigated in this preliminary study.

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Sediment particle transport can be viewed as a Markov chain. In a nonequilibrium condition, the interchange of sediment particles occurs not only between the bedload layer and the bed surface, but also across the interface between bedload and suspended load. The bedload transport rate is the product of the total particle volume in saltation and the average saltating velocity. We can quantify the number of saltating particles by modeling the occupancy probabilities vector of particles staying in three states (i.e., bed surface, bedload layer, and the interchange layer between the bedload and the suspended load.). The new stochastic bedload relation is validated against existing bedload model (Soong and Graf 1997). The influence of sudden changes in flow-sediment properties on the bedload transport rate is investigated in this preliminary study.

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Available abstract

Sediment particle transport can be viewed as a Markov chain. In a nonequilibrium condition, the interchange of sediment particles occurs not only between the bedload layer and the bed surface, but also across the interface between bedload and suspended load. The bedload transport rate is the product of the total particle volume in saltation and the average saltating velocity. We can quantify the number of saltating particles by modeling the occupancy probabilities vector of particles staying in three states (i.e., bed surface, bedload layer, and the interchange layer between the bedload and the suspended load.). The new stochastic bedload relation is validated against existing bedload model (Soong and Graf 1997). The influence of sudden changes in flow-sediment properties on the bedload transport rate is investigated in this preliminary study.

Key concepts: Bed load, Hyperconcentrated flow, Sediment transport, Geology, Suspended load, Sediment, Geomorphology

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