A Novel Sediment Transport Model (STM) Accounting Phase Lag Effect. A Resonance Condition

Author:

Ngatcha Ndengna Arno Roland1,Mimbeu Yves1,Onguene Raphael2,Nguiya Sévérin1,Njifenjou Abdou3

Affiliation:

1. E3M Laboratory, National Higher Polytechnic School of Douala, University of Douala, P.O.BOX 2701, Douala, CAMEROON

2. Laboratory of Technology and Applied Science, University of Douala, Douala, CAMEROON

3. Department of Mechanical Engineering, National Advanced School Polytechnic, University of Yaoundé I, P.O.BOX 8390, Yaoundé, CAMEROON

Abstract

The classical Exner model coupled with a bed-load sediment flux formula is widely used to describe the morphodynamics of coastal environments. However, the main drawbacks of this model are (i) Lack of robustness, (ii) Lack of differentiation between sediment and fluid velocities, and (iii) Generation of instabilities when the interactions between sediment and fluid flow become more important. Moreover, Exner's model does not allow us to know with which characteristic velocity the bottom is moving. This set of drawbacks weakens the effectiveness of most sediment transport models proposed in the literature, particularly the Exner model. In this work, we reformulate the bed-load equation and we propose a new averaged sediment transport model for application in coastal or estuarine environments. The proposed model incorporates phase shift effects into the bed-load equation. The bedform's characteristic velocity, sediment, and fluid velocity are differentiated. We developed a new first-order, well-balanced, positivity-preserving, path-preserving, and central wind (WBPP-PCCU) scheme to solve the proposed hyperbolic sediment transport model (HSTM). We used the Averaging Essentially Non-Oscillatory (AENO) reconstruction coupled with the third-order Runge-Kutta Semi-Implicit (SI-RK3) method to achieve second-order accuracy. The balance and positivity of the water depth properties were proven. In this work, a resonance condition is proposed. The model facilitates the application of several other schemes such as Roe, HLLC, HLLEM, PVM (polynomial viscosity matrix), RVM (rational viscosity matrix), which require the diagonalization of the Jacobian matrix. The accuracy, robustness, positivity preservation, and equilibrium properties of the resulting model are evaluated using a series of carefully selected test cases. The proposed model provides an excellent ability to simulate sediment transport in a wide range of coastal environments.

Publisher

World Scientific and Engineering Academy and Society (WSEAS)

Subject

General Physics and Astronomy

Reference39 articles.

1. G. Cannata, L. Barsi et M. Tamburrino, «A 3D numerical model for turbudity currents,» WSEAS TRANSACTIONS on FLUID MECHANICS, vol. 15, n° %11, 2020.

2. A. H. N. Chegini et G. Pender, «Determination of small size bedload sediment transport and its related bedfrom under uniform flow conditions,» WSEAS TRANSACTIONS on ENVIRONMENT and DEVELOPMENT, vol. 8, n° %14, pp. 158-167, 2012.

3. F. Exner, «Uber die Wechselwirkung zwischen Wasser und Geschiebe in Flussen.,» Akademie der Wissenschaften, vol. Sitzungsberichte 134, 1925.

4. B. Greimann et J. Huang, «Two-dimensional total sediment load model equations.,» Haudraul Eng, vol. 134, pp. 1142-1146, 2008.

5. P. Tassi et C. Villaret, Sisyphe v6.3 User’s Manual. EDF R&D., Chatou, France, 2014.

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