The Influence of Vertical Velocity Distribution on the Calculation of Suspended Sediment Concentration

Author:

Quan Xiufeng1,Li Ruijie2ORCID,Li Yuting345ORCID,Luo Feng1ORCID,Fu Xiaoyan2ORCID,Gou He2ORCID

Affiliation:

1. Key Laboratory of Coastal Disaster and Defense, Ministry of Education, Hohai University, Nanjing 210098, China

2. College of Oceanography, Hohai University, Nanjing 210098, China

3. State Key Laboratory Cultivation Base of Geographical Environment Evolution (Jiangsu Province), Nanjing 210023, China

4. Key Laboratory of Virtual Geographic Environment, Nanjing Normal University, Nanjing 210023, China

5. Jiangsu Center for Collaborative Innovation in Geographic Information Resource Development and Application, Nanjing, Jiangsu 210023, China

Abstract

Based on the advection-diffusion equation of suspended sediment, a general formula of vertical distribution of suspended sediment concentration was derived by considering the influence of vertical velocity. The new formula was tested against over 3000 sets of field data and obtained a reasonable agreement. Comparing with the Rouse equation of concentration, the accuracy of the new formula increases significantly, and the shortcoming of the underestimation of the Rouse profile in practical application is revised. Through the analysis of the new formula with different vertical time-averaged velocity coefficients m , it was found that vertical velocity does have an impact on the accurate estimation of sediment concentration, and the extent of which is related to the value of sediment concentration. Utilizing the regression analysis, it was found the vertical time-averaged velocity coefficient m increases with the height above the bed.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Modeling and Simulation

Reference45 articles.

1. Modern Conceptions of the Mechanics of Fluid Turbulence

2. Transportation of Suspended Sediment by Water

3. Turbulent Transfer Mechanism and Suspended Sediment in Closed Channels

4. The turbulent transport of suspended sediment in open channels;J. N. Hunt;Proceedings of the Royal Society of London, Series A: Mathematical and Physical Sciences,1954

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