Lagrangian and Eulerian specification of the flow field

File:Lagrangian vs Eulerian^{[further explanation needed]}

In classical field theories, the Lagrangian specification of the flow field is a way of looking at fluid motion where the observer follows an individual fluid parcel as it moves through space and time.^[1]^[2] Plotting the position of an individual parcel through time gives the pathline of the parcel. This can be visualized as sitting in a boat and drifting down a river.

The Eulerian specification of the flow field is a way of looking at fluid motion that focuses on specific locations in the space through which the fluid flows as time passes.^[1]^[2] This can be visualized by sitting on the bank of a river and watching the water pass the fixed location.

The Lagrangian and Eulerian specifications of the flow field are sometimes loosely denoted as the Lagrangian and Eulerian frame of reference. However, in general both the Lagrangian and Eulerian specification of the flow field can be applied in any observer's frame of reference, and in any coordinate system used within the chosen frame of reference. The Lagrangian and Eulerian specifications are named after Joseph-Louis Lagrange and Leonhard Euler, respectively.

These specifications are reflected in computational fluid dynamics, where "Eulerian" simulations employ a fixed mesh while "Lagrangian" ones (such as meshfree simulations) feature simulation nodes that may move following the velocity field.

History

Leonhard Euler is credited of introducing both specifications in two publications written in 1755^[3] and 1759.^[4]^[5] Joseph-Louis Lagrange studied the equations of motion in connection to the principle of least action in 1760, later in a treaty of fluid mechanics in 1781,^[6] and thirdly in his book Mécanique analytique.^[5] In this book Lagrange starts with the Lagrangian specification but later converts them into the Eulerian specification.^[5]

Description

In the Eulerian specification of a field, the field is represented as a function of position x and time t. For example, the flow velocity is represented by a function $\mathbf {u} \left(\mathbf {x} ,t\right).$

On the other hand, in the Lagrangian specification, individual fluid parcels are followed through time. The fluid parcels are labelled by some (time-independent) vector field x₀. (Often, x₀ is chosen to be the position of the center of mass of the parcels at some initial time t₀. It is chosen in this particular manner to account for the possible changes of the shape over time. Therefore, the center of mass is a good parameterization of the flow velocity u of the parcel.)^[1] In the Lagrangian description, the flow is described by a function $\mathbf {X} \left(\mathbf {x} _{0},t\right),$ giving the position of the particle labeled x₀ at time t.

The two specifications are related as follows:^[2] $\mathbf {u} \left(\mathbf {X} (\mathbf {x} _{0},t),t\right)={\frac {\partial \mathbf {X} }{\partial t}}\left(\mathbf {x} _{0},t\right),$ because both sides describe the velocity of the particle labeled x₀ at time t.

Within a chosen coordinate system, x₀ and x are referred to as the Lagrangian coordinates and Eulerian coordinates of the flow respectively.

Material derivative

The Lagrangian and Eulerian specifications of the kinematics and dynamics of the flow field are related by the material derivative (also called the Lagrangian derivative, convective derivative, substantial derivative, or particle derivative).^[1]

Suppose we have a flow field u, and we are also given a generic field with Eulerian specification F(x, t). Now one might ask about the total rate of change of F experienced by a specific flow parcel. This can be computed as ${\frac {\mathrm {D} \mathbf {F} }{\mathrm {D} t}}={\frac {\partial \mathbf {F} }{\partial t}}+\left(\mathbf {u} \cdot \nabla \right)\mathbf {F} ,$ where ∇ denotes the nabla operator with respect to x, and the operator u⋅∇ is to be applied to each component of F. This tells us that the total rate of change of the function F as the fluid parcels moves through a flow field described by its Eulerian specification u is equal to the sum of the local rate of change and the convective rate of change of F. This is a consequence of the chain rule since we are differentiating the function F(X(x₀, t), t) with respect to t.

Conservation laws for a unit mass have a Lagrangian form, which together with mass conservation produce Eulerian conservation; on the contrary, when fluid particles can exchange a quantity (like energy or momentum), only Eulerian conservation laws exist.^[7]

Notes

^ ^a ^b ^c ^d Batchelor, G. K. (1973). An Introduction to Fluid dynamics. Cambridge, U.K.: Cambridge University Press. pp. 71–73. ISBN 978-0-521-09817-5. OCLC 847527173.
^ ^a ^b ^c Lamb, H. (1994) [1932]. Hydrodynamics (6th ed.). Cambridge University Press. §3–§7 and §13–§16. ISBN 978-0-521-45868-9.
^ Euler, Leonhard (1757-01-01). "Principes généraux du mouvement des fluides". Mémoires de l'académie des sciences de Berlin: 274–315.
^ Euler, Leonhard (1761-01-01). "Principia motus fluidorum". Novi Commentarii Academiae Scientiarum Petropolitanae: 271–311.
^ ^a ^b ^c Lamb, Sir Horace (1945-01-01). Hydrodynamics. Courier Corporation. ISBN 978-0-486-60256-1.
^ "Joseph Louis de Lagrange: Mémoire sur la théorie du mouvement des fluides". sites.mathdoc.fr. Retrieved 2024-10-17.
^ Falkovich, Gregory (2011). Fluid Mechanics (A short course for physicists). Cambridge University Press. ISBN 978-1-107-00575-4.

References

Badin, G.; Crisciani, F. (2018). Variational Formulation of Fluid and Geophysical Fluid Dynamics - Mechanics, Symmetries and Conservation Laws. Springer. p. 218. Bibcode:2018vffg.book.....B. doi:10.1007/978-3-319-59695-2. ISBN 978-3-319-59694-5. S2CID 125902566.
Landau, Lev; Lifshitz, E.M. (1987). Fluid Mechanics. Course of Theoretical Physics, Volume 6 (2nd ed.). Butterworth-Heinemann. ISBN 978-0750627672.

External links

[1] Objectivity in classical continuum mechanics: Motions, Eulerian and Lagrangian functions; Deformation gradient; Lie derivatives; Velocity-addition formula, Coriolis; Objectivity.

[Batchelor-1] Batchelor, G. K. (1973). An Introduction to Fluid dynamics. Cambridge, U.K.: Cambridge University Press. pp. 71–73. ISBN 978-0-521-09817-5. OCLC 847527173.

[Lamb-2] Lamb, H. (1994) [1932]. Hydrodynamics (6th ed.). Cambridge University Press. §3–§7 and §13–§16. ISBN 978-0-521-45868-9.

[3] Euler, Leonhard (1757-01-01). "Principes généraux du mouvement des fluides". Mémoires de l'académie des sciences de Berlin: 274–315.

[4] Euler, Leonhard (1761-01-01). "Principia motus fluidorum". Novi Commentarii Academiae Scientiarum Petropolitanae: 271–311.

[:0-5] Lamb, Sir Horace (1945-01-01). Hydrodynamics. Courier Corporation. ISBN 978-0-486-60256-1.

[6] "Joseph Louis de Lagrange: Mémoire sur la théorie du mouvement des fluides". sites.mathdoc.fr. Retrieved 2024-10-17.

[Falkovich-7] Falkovich, Gregory (2011). Fluid Mechanics (A short course for physicists). Cambridge University Press. ISBN 978-1-107-00575-4.

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