Helmholtz Minimum Dissipation Theorem
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In
fluid mechanics Fluid mechanics is the branch of physics concerned with the mechanics of fluids (liquids, gases, and plasma (physics), plasmas) and the forces on them. Originally applied to water (hydromechanics), it found applications in a wide range of discipl ...
, Helmholtz minimum dissipation theorem (named after
Hermann von Helmholtz Hermann Ludwig Ferdinand von Helmholtz (; ; 31 August 1821 – 8 September 1894; "von" since 1883) was a German physicist and physician who made significant contributions in several scientific fields, particularly hydrodynamic stability. The ...
who published it in 1868) states that ''the steady Stokes flow motion of an
incompressible fluid In fluid mechanics, or more generally continuum mechanics, incompressible flow is a flow in which the material density does not vary over time. Equivalently, the divergence of an incompressible flow velocity is zero. Under certain conditions, t ...
has the smallest rate of dissipation than any other incompressible motion with the same velocity on the boundary''. The theorem also has been studied by
Diederik Korteweg Diederik Johannes Korteweg (31 March 1848 – 10 May 1941) was a Dutch mathematician. He is now best remembered for his work on the Korteweg–de Vries equation, together with Gustav de Vries. Early life and education Diederik Korteweg's father ...
in 1883 and by
Lord Rayleigh John William Strutt, 3rd Baron Rayleigh ( ; 12 November 1842 – 30 June 1919), was an English physicist who received the Nobel Prize in Physics in 1904 "for his investigations of the densities of the most important gases and for his discovery ...
in 1913. This theorem is, in fact, true for any fluid motion where the nonlinear term of the incompressible Navier-Stokes equations can be neglected or equivalently when \nabla\times\nabla\times\boldsymbol=0, where \boldsymbol is the
vorticity In continuum mechanics, vorticity is a pseudovector (or axial vector) field that describes the local spinning motion of a continuum near some point (the tendency of something to rotate), as would be seen by an observer located at that point an ...
vector. For example, the theorem also applies to unidirectional flows such as
Couette flow In fluid dynamics, Couette flow is the flow of a viscosity, viscous fluid in the space between two surfaces, one of which is moving tangentially relative to the other. The relative motion of the surfaces imposes a shear stress on the fluid and ind ...
and Hagen–Poiseuille flow, where nonlinear terms disappear automatically.


Mathematical proof

Let \mathbf,\ p and E=\frac(\nabla\mathbf+(\nabla\mathbf)^T) be the velocity, pressure and
strain rate tensor In continuum mechanics, the strain-rate tensor or rate-of-strain tensor is a physical quantity that describes the rate of change of the strain (i.e., the relative deformation) of a material in the neighborhood of a certain point, at a certain ...
of the
Stokes flow Stokes flow (named after George Gabriel Stokes), also named creeping flow or creeping motion,Kim, S. & Karrila, S. J. (2005) ''Microhydrodynamics: Principles and Selected Applications'', Dover. . is a type of fluid flow where advection, advec ...
and \mathbf',\ p' and E'=\frac(\nabla\mathbf'+(\nabla\mathbf')^T) be the velocity, pressure and
strain rate tensor In continuum mechanics, the strain-rate tensor or rate-of-strain tensor is a physical quantity that describes the rate of change of the strain (i.e., the relative deformation) of a material in the neighborhood of a certain point, at a certain ...
of any other incompressible motion with \mathbf=\mathbf' on the boundary. Let u_i and e_ be the representation of velocity and strain tensor in
index notation In mathematics and computer programming, index notation is used to specify the elements of an array of numbers. The formalism of how indices are used varies according to the subject. In particular, there are different methods for referring to th ...
, where the index runs from one to three. Let \Omega\subset \R^3 be a bounded domain with boundary \Gamma of class C^1. Consider the following integral, :\begin \int_\Omega (e_'-e_)e_\ dV &= \int_\Omega \frac e_\ dV \end where in the above integral, only symmetrical part of the deformation tensor remains, because the contraction of symmetrical and antisymmetrical tensor is identically zero.
Integration by parts In calculus, and more generally in mathematical analysis, integration by parts or partial integration is a process that finds the integral of a product of functions in terms of the integral of the product of their derivative and antiderivati ...
gives :\int_\Omega (e_'-e_)e_\ dV = \int_\Gamma (u_i'-u_i)e_ n_j\ dA - \frac \int_\Omega (u_i'-u_i) (\nabla^2 u_i)\ dV. The first integral is zero because velocity at the boundaries of the two fields are equal. Now, for the second integral, since u_i satisfies the Stokes flow equation, i.e., \mu\nabla^2 u_i = \frac, we can write :\int_\Omega (e_'-e_)e_\ dV = -\frac \int_\Omega (u_i'-u_i) \frac\ dV. Again doing an
Integration by parts In calculus, and more generally in mathematical analysis, integration by parts or partial integration is a process that finds the integral of a product of functions in terms of the integral of the product of their derivative and antiderivati ...
gives :\int_\Omega (e_'-e_)e_\ dV = -\frac \int_\Gamma p(u_i'-u_i) n_i \ dA + \frac \int_\Omega p\frac\ dV. The first integral is zero because velocities are equal and the second integral is zero because the flow is incompressible, i.e., \nabla\cdot\mathbf=\nabla\cdot\mathbf'=0. Therefore we have the identity which says, : \int_\Omega (e_'-e_)e_\ dV = 0. The total rate of viscous dissipation energy over the whole volume \Omega of the field \mathbf' is given by :D' = \int_\Omega \Phi' dV = 2\mu\int_\Omega e_'e_' \ dV = 2\mu\int_\Omega _e_ + e_'e_'- e_e_ dV and after a rearrangement using above identity, we get :D' = 2\mu \int_\Omega _e_ +(e_'-e_)(e_'-e_) dV If D is the total rate of viscous dissipation energy over the whole volume of the field \mathbf, then we have :D' = D + 2\mu \int_\Omega (e_'-e_)(e_'-e_)\ dV . The second integral is non-negative and zero only if e_=e_', thus proving the theorem (D' \ge D).


Poiseuille flow theorem

The Poiseuille flow theoremSerrin, J. (1959). Mathematical principles of classical fluid mechanics. In Fluid Dynamics I/Strömungsmechanik I (pp. 125-263). Springer, Berlin, Heidelberg. is a consequence of the Helmholtz theorem states that ''The steady laminar flow of an incompressible viscous fluid down a straight pipe of arbitrary cross-section is characterized by the property that its energy dissipation is least among all laminar (or spatially periodic) flows down the pipe which have the same total flux.''


References

{{reflist, 30em Fluid dynamics