TY - JOUR
T1 - Shallow Water Moment Models for Bedload Transport Problems
AU - Garres-Diaz, Jose
AU - Castro Diaz, Manuel J.
AU - Koellermeier, Julian
AU - Morales de Luna, Tomas
PY - 2021/9
Y1 - 2021/9
N2 - In this work a simple but accurate shallow model for bedload sediment transport is proposed. The model is based on applying the moment approach to the Shallow Water Exner model, making it possible to recover the vertical structure of the flow. This approach allows us to obtain a better approximation of the fluid velocity close to the bottom, which is the relevant velocity for the sediment transport. A general Shallow Water Exner moment model allowing for polynomial velocity profiles of arbitrary order is obtained. A regularization ensures hyperbolicity and easy computation of the eigenvalues. The system is solved by means of an adapted IFCP scheme proposed here. The improvement of this IFCP type scheme is based on the approximation of the eigenvalue associated to the sediment transport. Numerical tests are presented which deal with large and short time scales. The proposed model allows to obtain the vertical structure of the fluid, which results in a better description on the bedload transport of the sediment layer.
AB - In this work a simple but accurate shallow model for bedload sediment transport is proposed. The model is based on applying the moment approach to the Shallow Water Exner model, making it possible to recover the vertical structure of the flow. This approach allows us to obtain a better approximation of the fluid velocity close to the bottom, which is the relevant velocity for the sediment transport. A general Shallow Water Exner moment model allowing for polynomial velocity profiles of arbitrary order is obtained. A regularization ensures hyperbolicity and easy computation of the eigenvalues. The system is solved by means of an adapted IFCP scheme proposed here. The improvement of this IFCP type scheme is based on the approximation of the eigenvalue associated to the sediment transport. Numerical tests are presented which deal with large and short time scales. The proposed model allows to obtain the vertical structure of the fluid, which results in a better description on the bedload transport of the sediment layer.
KW - Shallow Water Exner model
KW - moment approach
KW - hyperbolic system
KW - finite volume method
KW - sediment transport
KW - nonconservative hyperbolic systems
KW - saint-vernant system
KW - kinetic equations
U2 - 10.4208/cicp.OA-2020-0152
DO - 10.4208/cicp.OA-2020-0152
M3 - Article
SN - 1815-2406
VL - 30
SP - 903
EP - 941
JO - Communications in Computational Physics
JF - Communications in Computational Physics
IS - 3
ER -