Abstract
This chapter begins with studying steady state layer flows through cylindrical conduits (ellipse, triangle, rectangle) and use of the Prandtl membrane analogy. This study of the Navier-Stokes fluids is important in geophysical fluid dynamics and is manifest in Ekman’s theory and its extensions, where non-inertial effects chiefly influence the details of the fluid flow, evidenced in the Ekman spiral in atmospheric and oceanic boundary flows and in free geostrophic flows as their outer solutions. Extensions of the behavior exhibited by the assumption of constant (turbulent) viscosity are based on influences of depth dependence of the viscosity which influences the circulation pattern of such steady flows. Unsteady flows are analyzed for viscous flows along an oscillating wall and the growth of a viscous boundary layer as a response of an initial tangential velocity jump with time. The chapter closes with the study of an axial laminar jet and viscous flows in a converging two-dimensional channel.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Notes
- 1.
- 2.
After Johann Peter Gustav Lejeune Dirichlet (1805–1859), see Fig. 8.2 .
- 3.
For evaluation of the integrals the following formulae are used:
$$\begin{aligned}&\int \sqrt{x^2+a^2}\mathrm {d}x \quad ={\textstyle \frac{1}{2}}x\sqrt{x^2+a^2}+{\textstyle \frac{1}{2}}a^2\ln \left( x+\sqrt{x^2+a^2}\right) ,\\&\int \left( x^2+a^2\right) ^{3/2}\mathrm {d}x={\textstyle \frac{1}{4}}x\left( x^2+a^2\right) ^{3/2}+{\textstyle \frac{3}{8}}a^2x\sqrt{x^2+a^2}+ {\textstyle \frac{3}{8}} a^4 \ln \left( x+\sqrt{x^2+a^2}\right) . \end{aligned}$$ - 4.
For a biography of Proudman see Fig. 4.13.
- 5.
After Siméon Denis Poisson (1781–1840), see Fig. 8.6 .
- 6.
To prove the Schwarz inequality, consider two vector fields \({\varvec{a}}\) and \({\varvec{b}}\) and take
$$\begin{aligned}&\quad \int \limits _{{\mathcal D}}\left( {\varvec{a}} + \lambda {\varvec{b}}\right) ^{2} \mathrm {d}a \geqslant 0 \nonumber \\\longrightarrow & {} \int \limits _{{\mathcal D}}{\varvec{a}}^{2}\mathrm {d}a + 2\lambda \int \limits _{{\mathcal D}}{\varvec{a}}\cdot {\varvec{b}}\,\mathrm {d}a + \lambda ^{2}\int \limits _{{\mathcal D}} {\varvec{b}}^{2} \mathrm {d}a\geqslant 0. \end{aligned}$$With the choice
$$\begin{aligned} \lambda = - \frac{\displaystyle \int \limits _{{\mathcal D}}{\varvec{a}}\cdot {\varvec{b}}\,\mathrm {d}a}{\displaystyle \int \limits _{{\mathcal D}}{\varvec{b}}^{2}\mathrm {d}a }, \end{aligned}$$this yields
$$\begin{aligned}&\qquad \quad \int \limits _{{\mathcal D}}{\varvec{a}}^{2} \mathrm {d}a \cdot \int \limits _{{\mathcal D}}{\varvec{b}}^{2} \mathrm {d}a - 2\left( \int \limits _{{\mathcal D}}{\varvec{a}}\cdot {\varvec{b}}\,\mathrm {d}a \right) ^{2} + \left( \int \limits _{{\mathcal D}}{\varvec{a}}\cdot {\varvec{b}}\,\mathrm {d}a \right) ^{2} \geqslant 0 \\&\longrightarrow \quad \int \limits _{{\mathcal D}} {\varvec{a}}^{2} \mathrm {d}a \cdot \int \limits _{{\mathcal D}}{\varvec{b}}^{2} \mathrm {d}a \geqslant \left( \int \limits _{{\mathcal D}}{\varvec{a}} \cdot {\varvec{b}}\,\mathrm {d}a\right) ^{2}, \text { q.e.d.} \end{aligned}$$ - 7.
This example is taken from pencil notes of the late Prof. Ernst Becker (1929–1984), lent to K. Hutter by Prof. J. Unger .
- 8.
For a biography of Ekman see Fig. 8.8 .
- 9.
This subsection follows closely parts of a corresponding subsection in [28].
- 10.
- 11.
We write here \(\varvec{D}\) rather than \(\langle \varvec{D} \rangle \), which was used to denote the strain rate tensor of the mean velocity field. We do this for simplicity of notation.
- 12.
For a biography of Friedrich Wilhelm Bessel see Fig. 8.13 .
- 13.
In the \(k-\varepsilon \)-model the kinematic viscosity \(\nu \) is parameterized according to
$$ \nu =c_{\mu }{\frac{k^{2}}{\varepsilon }} $$where \(c_{\mu }=0.09\) is a dimensionless constant, k is the specific turbulent kinetic energy with dimension m\(^{2}\)s\(^{-2}\) and \(\varepsilon \) the specific dissipation rate of turbulent kinetic energy with dimension m\(^{2}\)s\(^{-3}\). The model is complemented by postulating evolution equations for k and \(\varepsilon \), so that the kinematic viscosity can vary with time and position. For the presentation of the \(k-\varepsilon \) model, see Vol. 2, Chap. 15.
- 14.
For a biography of Platzman see Fig. 8.16 .
- 15.
To evaluate the integral I, let
$$\begin{aligned} \iota k(y-\sigma ) - \nu \,k^{2}t = - \left\{ \sqrt{\nu t}\,k - \iota \frac{(y-\sigma )}{2\sqrt{\nu \,t}}\right\} ^{2} - \frac{(y-\sigma )^{2}}{4\nu \,t}, \end{aligned}$$and \(\sqrt{\nu \,t}k = z\), \(\mathrm {d}k = \mathrm {d}z/\sqrt{\nu \,t}\). Then,
$$\begin{aligned} I= & {} \frac{\exp \left( -\displaystyle \frac{(y-\sigma )^{2}}{4 \nu t}\right) }{\sqrt{\nu \,t}}\, \int \limits _{-\infty }^{\infty } \exp \Bigg \{-\bigg (\underbrace{z - \frac{\iota (y-\sigma )}{2\sqrt{\nu \,t}}}_{\zeta }\bigg )^{2}\Bigg \}\mathrm {d}z \nonumber \\= & {} \frac{\exp \left( - \displaystyle \frac{(y-\sigma )^{2}}{4\nu \,t}\right) }{\sqrt{\nu \,t}} \underbrace{\int \limits _{-\infty }^{\infty }\exp \left( -\zeta ^{2}\right) \mathrm {d} \zeta }_{\sqrt{\pi }} = \sqrt{\pi }\frac{\exp \left( - \displaystyle \frac{(y-\sigma )^{2}}{4\nu \,t}\right) ^{2}}{\sqrt{\nu }\,t}. \end{aligned}$$ - 16.
For a biography of Oliver Heaviside see Fig. 8.20 .
- 17.
- 18.
Note that \(u = r^{\gamma }F(\theta )\) with constant exponent \(\gamma \) would be more general, but \(\gamma = -1\) is seen to generate from (8.153)\(_{1}\) an ordinary differential equation.
- 19.
atanh is the inverse function of tanh.
References
Aczel, A.D.: Pendulum. Leon Foucault and the Triumph of Science. Washington Square Press, New York (2003)
Abramowitz, M., Stegun, I.A. (eds.): Handbook of Mathematical Functions. Dover Publications, New York (1965)
Batchelor, K.G.: An Introduction to Fluid Dynamics. Cambridge University Press, Cambridge (1967)
Berker, R.: Intégration des équations du mouvement d’un fluide visqueux incompressible. In: Flügge, S. (ed.) Ecyclopedia of Physics, vol. VIII/2, pp. 1–384. Springer, Berlin (1963)
Bonham-Carter, G., Thomas, J.H: Numerical calculation of steady wind-driven currents in Lake Ontario and the Rochester embayment. In: Proceedings of 16th Conference on Great Lakes Research, International Association Great Lakes Research, pp. 640–662 (1973)
Boussinesq, J.: Sur l’ influence des frottements dans les mouvements reguliéres des fluides. J. Math. Pure Appl. 13, 377–438 (1868)
Bowden, K.F., Fairbairn, L.A., Hughes, P.: The distribution of shearing stresses in a tidal current. Geophys. J. R. Astr. Soc. 2, 288–305 (1959)
Csanady, G.T.: Mean circulation in shallow seas. J. Geophys. Res. 81, 5389–5399 (1976)
Csanady, G.T.: Turbulent interface layers. J. Geophys. Res. 83, 2329–2342 (1978)
Csanady, G.T.: A developing turbulent surface shear layer model. J. Geophys. Res. 84, 4944–4948 (1979)
Csanady, G.T.: The evolution of a turbulent Ekman layer. J. Geophys. Res. 85, 1537–1547 (1980)
Csanady, G.T.: Circulation in the Coastal Ocean, 245 pp. D. Reidel Publishing Company, Dordrecht, Netherlands (1982)
Dombroklonskiy, S.V.: Drift current in the sea with an exponentially decaying eddy viscosity coefficient. Oceanology 9, 19–25 (1969)
Drazin, P.G., Riley, N.: The Navier-Stokes equations: a classification of flows and exact solutions, pp. 1–196. Cambridge University Press (2006)
Dryden, H.L., Munaghan, F.D., Bateman, H.: Hydrodynamics. Bulletin of the National Research Council, Washington, No. 84 (1932). (Reprinted in 1956 by Dover Publications, New York)
Ekman, V.W.: On the influence of the Earth’s rotation on the ocean currents. Ark. Mat. Astr. Fys. 2(11), 1–52 (1905)
Ellison, T.H.: Atmospheric turbulence. In: Batchelor, G.K., Davies, R.M. (eds.) Surveys in Mechanics, pp. 400–430. Cambridge University Press (1956)
Fjeldstad, J.D.: Ein Beitrag zur Theorie der winderzeugten Meeresströmungen. Gerlands Beitr. Geophys. 23, 237–247 (1930)
Foristall, G.Z.: Three-dimensional structure of storm-generated currents. J. Geophys. Res. 79, 2721–2729 (1974)
Foristall, G.Z.: A two-layer model for Hurricane-driven currents on an irregular grid. J. Phys. Oceanogr. 23, 237–247 (1980)
Foristall, G.Z., Hamilton, R.C., Cordane, V.J.: Continential shelf currents in tropical storm Delia: observations and theory. J. Phys. Oceanogr. 9, 1417–1438 (1938)
Gedney, R.T.: Numerical calculations of wind-driven currents in Lake Erie. Ph.D. Dissertation, Case Western Reserve University, Ckleveland, OH (1971)
Gedney, R.T., Lick, W.: Wind-driven currents in Lake Erie. J. Geophys. Res. 77, 2714–2723 (1972)
Heaps, N.S.: Vertical structure of current in homogeneous and stratified waters. In: Hutter, K. (ed.) Hydrodynamics of Lakes. CISM Lectures No 286, pp. 152–207. Springer, Vienna-New York (1984)
Heaps, N.S., Jones, J.E.: Development of a three-layered spectral model for the motion of a stratified sea. II. Experiments with a rectangular basin representing the Celtic Sea. In: Johns, B. (ed.) Physical Oceanography of Coastal and Shelf Seas, pp. 401–465. Amsterdam, Elsevier (1984)
Hidaka, K.: Non-stationary ocean currents. Mem. Imp. Mar. Obs. Kobe, 5, 141–266 (1933)
Howarth, L.: Rayleigh’s problem for a semi-infinite plate. Proc. Camb. Philos. Soc. 46, 127–140 (1950)
Hutter, K., Wang, Y., Chubarenko, I.: Physics of Lakes. Volume I: Foundation of the Mathematical and Physical Background, 470 pp. Springer, Berlin-Heidelberg-NewYork (2010). ISBN: 978-3-642-15177-4
Lacomb, H.: Cours d’ Oceanography Physique. Gauthier-Villars, Paris (1965)
Lagerstrom, P. A.: Laminar Flow Theory. Princeton University Press (1996) (Originally published in Moore, F.K. (ed.) Theory of Laminar Flows. Princeton University Press, Princeton, NJ (1964))
Lai, R.Y.S., Rao, D.B.: Wind drift currents in deep sea with variable eddy viscosity. Arch. Met. Geophys. Bioklim A25, 131–140 (1976)
Landau, L.: A new exact solution of Navier-Stokes equations. Akademija Nauk SSSR (Moskwa) 43, 286–288 (1944)
Laska, M.: Characteristics and modelling of physical limnology processes. Mitt. Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie an der ETH Zürich, Nr. 54, 1–230 (1981)
Madsen, O.S.: A realistic model of the wind-induced Ekman boundary layer. J. Phys. Oceanogr. 7, 248–255 (1977)
Navier, C.-L.-M.-H.: Mémoire sur les lois du movement des fluides. Mem. Acad. Sci. Inst. France 6(2), 389–440 (1827)
Newton, I.: Philosophiae Naturalis Principia Mathematica. Royal Society (1687)
Pearce, B.R., Cooper, C.K.: Numerical circulation model for wind induced flow. J. Hydraul. Div. Am. Soc. Civ. Eng. 107(HY3), 285–302 (1981)
Platzman, G.W.: The dynamic prediction of wind tides on Lake Erie. Meteorol. Monogr. Am. Meteorol. Soc. 4(26), 44 pp. (1963)
Poisson, S.-D.: Oire sur les équations générales de l’ équilibre et du mouvement des corps solides élastique et des fluides. J. Ec. Polytech. 13, cahier 20, 1–174 (1831)
Prandtl, L.: Neuere Ergebnisse der Turbulenzforschung. Zeitschrift VDI 77, 105–113 (1933)
Proudman, I.: Notes on the motion of viscous liquids in channels. Philos. Mag. 28(5), 30–36 (1914)
Rayleigh, L., Strutt, J.W.: On the motion of of solid bodies through viscous liquids. Philos. Mag. 21, 697–711 (1911)
Rowell, H.S., Finlayson, D.: Screw viscosity pumps. Eng. Lond. 126, 249–250, 385–387 (1928) [see also Berker [4], p. 71]
Saint-Venant, B.: Mémoire sur la dynamique des fluides. C. R. Acad. Sci. Paris 17, 1240–1242 (1843)
Schlichting, H.: Boundary Layer Theory, 7th edn. London Pergamon Press (1979). See also: Schlichting, H., Gersten, K.: Boundary Layer Theory. Springer (2000)
Sherman, F.S.: Viscous Flow. McGraw Hill Publishing Company, New York (1990)
Squire, H.B.: The round laminar Jet. Q. J. Mech. Appl. Math. 4, 321–329 (1951)
Stokes, G.G.: On the theories of the internal friction of fluids in motion, and of the equilibrium and motion of elastic solids. Trans. Camb. Philos. Soc. 8, 287–305. [Also Math. Phys. Papers 1, 75–129 (1880)] (1845)
Stokes, G.G.: Report on recent researches on hydrodynamics. Rep. Br. Assoc. 1–20. [Also Math. Phys. Papers, 1, 156–187 (1880)] (1846)
Stokes. G.G.: On the effect of the internal friction of fluids on the motion of pendulums. Trans. Camb. Phil. Soc. 9, 8 (1851)
Svensson, U.: Ph.D. Thesis (1979), see in Heaps (1984)
Thomas, J.H.: A theory of steady wind-driven currents in shallow water with variable eddy viscosity. J. Phys. Oceanogr. 5, 136–142 (1975)
Truesdell, C.A.: The Kinematics of Vorticity. Indiana University Press (1954)
Wang, C.Y.: Exact solutions of the Navier-Stokes equations. Appl. Mech. Rev. 42, 269–282 (1989)
Wang. C.Y.: Shear flow over convection cells—an exact solution of the Navier-Stokes equations. Z. Angew. Math. Mech., 70, 351–352 (1990)
Wang. C.Y.: Exact solutions of the steady-state Navier-Stokes equations. Annu. Rev. Fluid Mech. 23, 157–177 (1991)
Welander, P.: Wind action on a shallow sea: some generalizations of Ekman’s theory. Tellus 9, 45–52 (1957)
Wheeler, L.: Flow rate estimates for rectilinear pipe flow. J. Appl. Mech. 41, 903–906 (1974)
Whitham, G.B.: The Navier-Stokes equations of motion. In: Rosenhead, L. (ed.) Laminar Boundary Layers, pp. 114–162. Clarendon Press, Oxford (1963)
Witten, A.J., Thomas, J.H.: Steady wind driven currents in a large lake with depth-dependent eddy viscosity. J. Phys. Oceanogr. 6, 85–92 (1976)
Author information
Authors and Affiliations
Corresponding author
Appendix 8.A: Construction of the Solution (8.22) to the Boundary Value Problem (8.8)
Appendix 8.A: Construction of the Solution (8.22) to the Boundary Value Problem (8.8)
Here, we wish to demonstrate how the solution (8.22) to the boundary value problem (8.8) is constructed for a rectangle as shown in Fig. 8.28 .
Valentin Boussinesq [6] chose a trial solution of the form
The first term on the right of this equation satisfies the Poisson equation (8.8) exactly and the boundary conditions at \(y=0\) and \(y = h\). Thus, the correcting function f satisfies the Laplace equation , zero boundary conditions at \(y = 0\) and \(y = h\) and \(f(y, 0) = f(y, \ell ) = \textstyle {\frac{1}{2} \frac{p^{\prime }h^{2}}{\eta } \left( y/h - (y/h)^{2}\right) }\). So, the boundary value problem for the function f is given by
Trying with the product ansatz \(f(y, z) = f_{1}(y)\,f_{2}(z)\), the Laplace Eq. (8.179)\(_{1}\) yields
Of the trigonometric functions
the cosine function violates the boundary conditions at \(y=0\) and \(y=h\). So, the correct solution will be a combination of the sine-functions for some \(m = 1,2,3,\ldots ,\infty \). It is also obvious that \(\lambda = m\pi /h\). With this value then follows that (8.180)\(_{2}\) gives rise to the independent solution functions
These are chosen in this form, since the function f(y, z) must primarily be corrected where the trial solution (8.178) does not satisfy the boundary condition.
It follows that the linear combination
is in principle able to match the boundary conditions (8.179)\(_{3}\); explicitly,
plus the same equation, in which \(B_{m}\) is replaced by \(A_{m}\). Thus, \(B_{m} = A_{m}\) and these coefficients can be determined by standard Fourier series inversion. The result is given in (8.25).
Rights and permissions
Copyright information
© 2016 Springer International Publishing Switzerland
About this chapter
Cite this chapter
Hutter, K., Wang, Y. (2016). Simple Two- and Three-Dimensional Flow Problems of the Navier-Stokes Equations. In: Fluid and Thermodynamics. Advances in Geophysical and Environmental Mechanics and Mathematics. Springer, Cham. https://doi.org/10.1007/978-3-319-33633-6_8
Download citation
DOI: https://doi.org/10.1007/978-3-319-33633-6_8
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-33632-9
Online ISBN: 978-3-319-33633-6
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)