Lattice Boltzmann Shallow Water Simulation With Surface Pressure: Computer Science & IT Book Chapter | IGI Global

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Zabala, Iñaki and Jesús M. Blanco. "Lattice Boltzmann Shallow Water Simulation With Surface Pressure." Analysis and Applications of Lattice Boltzmann Simulations. IGI Global, 2018. 293-336. Web. 23 Sep. 2018. doi:10.4018/978-1-5225-4760-0.ch009

APA

Zabala, I., & Blanco, J. M. (2018). Lattice Boltzmann Shallow Water Simulation With Surface Pressure. In P. Valero-Lara (Ed.), Analysis and Applications of Lattice Boltzmann Simulations (pp. 293-336). Hershey, PA: IGI Global. doi:10.4018/978-1-5225-4760-0.ch009

Chicago

Zabala, Iñaki and Jesús M. Blanco. "Lattice Boltzmann Shallow Water Simulation With Surface Pressure." In Analysis and Applications of Lattice Boltzmann Simulations, ed. Pedro Valero-Lara, 293-336 (2018), accessed September 23, 2018. doi:10.4018/978-1-5225-4760-0.ch009

Shallow water conditions are produced in coastal and river areas and allow the simplification of fluid solving by integrating in height to the fluid equations, discarding vertical flow so a 3D problem is solved with a set of 2D equations. Usually the boundary conditions defined by the surface pressure are discarded, as it is considered that the difference in atmospheric pressure in simulation domain is irrelevant in most hydraulic and coastal engineering scenarios. However, anticyclones and depressions produce noticeable pressure gradients that may affect the consequences of phenomena like tides and tsunamis. This chapter demonstrates how to remove this weakness from the LBM-SW by incorporating pressure into the LBM for this kind of scenario in a consistent manner. Other small-scale effects like buoyancy may be solved using this approach.

The conservation of mass (Ghia, et al., 1982). at a volume element is represented by the continuity equation:

(1) with velocity components u, v and w.

This represents that the rate of change of mass in a volume element is equal to the mass flow into the volume and the variation of mass due to change on density.

For an incompressible flow density is constant so this simplifies to:

(2)

Using vector notation and the nabla operator, these equations in a general coordinate system read:

(3)

The conservation of momentum at a volume element is represented by the following momentum equations:

(4)

They consider the rate of change of momentum in such a volume element that is the momentum flux (Bouzidi et al., 2001), into the volume plus the shear and normal stresses acting on the volume element plus the forces acting on the mass of the volume.

The forces acting on the volume mass include the gravity and coriolis as well as the electric and magnetic forces that act on a flow, and are denoted by

The pressure p can be written as the trace of the stress tensor:

(5)

The minus sign takes into account the fact that the pressure acts as a negative normal stress.

The three normal stresses , and can each be split up into two parts, the pressure p and the contributions due to the friction of the fluid , and :

(6)

Inserting , and we obtain:

(7)

For Newtonian fluids the following relations hold:

(8)

And with the symmetry condition:

(9)

Inserting the normal stresses and shear stresses according to Equation (8) into the conservation of momentum equations Equation (7), we obtain the equations:

(10)

For incompressible flows, we can use the continuity equation to obtain:

(11)

Using the continuity equation Equation (11), and assuming constant viscosity these may be rewritten in nonconservative form: