2
This work has been digitalized and published in 2013 by Verlag Zeitschrift für Naturforschung in cooperation with the Max Planck Society for the Advancement of Science under a Creative Commons Attribution 4.0 International License. Dieses Werk wurde im Jahr 2013 vom Verlag Zeitschrift für Naturforschung in Zusammenarbeit mit der Max-Planck-Gesellschaft zur Förderung der Wissenschaften e.V. digitalisiert und unter folgender Lizenz veröffentlicht: Creative Commons Namensnennung 4.0 Lizenz. NOTIZ 1161 NOTIZ Local Instabilities in Acoustic-Gravity Waves with Shear * ALDEN MCLELLAN IV ** International Centre for Theoretical Physics, Trieste, Italy (Z. Naturforsch. 24 a, 1161—1162 [1969] ; received 27 April 1969) The problem of small amplitude waves propagating hori- zontally in an isothermal compressible fluid with constant parallel shear flow and within a constant gravitational field is treated. The waves are shown to be locally unstable in the "gravity-wave-like" mode for shear strengths above a critical value. Conjectured by TAYLOR 1 , and proved by MILES 2 and HOWARD 3 , the sufficient conditions for stability in an isothermal incompresible fluid of variable density with parallel shear flow is that J>i, where J is the local Richardson number. The eigen- value problem was solved by assuming spatially peri- odic wave motion subject to fixed boundary conditions. CASE 4 and DYSON 5 solved a similar incompressible fluid problem as an initial value problem. Recently, WARREN 6 has treated the compressible problem in the Miles-Howard manner with a "rigid lid" type bound- ary condition. He found the sufficient condition for stability to be />i(l+M 2 ), where M = (uo max — vo min) /a . vo max and vo min are the maximum und minimum values of the fluid flow between two parallel horizontal rigid planes, a is the sound velocity. An important point in considering the boundary- value or initial-value problem is that the solution is restricted to certain eigen-modes which belong to a continuous spectrum. Therefore, in this paper we look for instabilities in the local dispersion relation for an isothermal compressible fluid of constant parallel shear flow and exponentially decreasing density. The fundamental equations necessary to describe the wave motions are: a) Euler Equation where v is the velocity vector of a fluid element of the oscilating medium, p is the pressure, o the density, and g is the gravity vector. b) The Continuity Equation 3 o J t +V-(or)=0. (2) c) Equation of State (adiabatic approximation) i t ( p Q - r ) = 0 , (3) where y is the ratio of specific heats. Expressing the time derivative in Eq. (3) in terms of quantities re- ferring to points fixed in space, we have (4) For the equilibrium conditions, we have £>eq. = £>o e" 31 + ( v- V) v = -V P +g, (1) -*' h , (5) Peq.=P 0 e-2/\ (6) and v = v0(z) ex, (7) where h = a r j g y is the "scale height", and e x is the unit vector in the x-direction. We assume that all perturbed quantities are small. W e put o ( r , t ) = \_Q0 + o'(r,t)] e-*' h , (8) P(r,t) = [p0 + p'(r,t)] e~*l h , (9) and v (r, t) = v0(z) + v'(r, t). (10) By the substitutions of Eqs. (8), (9), and (10) into the fundamental Eqs. (1), (2), and (4), and by mak- ing use of the equilibrium conditions (5), (6), and (7), we obtain, after linearization, three linear differ- ential equations with non-constant coefficients. If we assume that the coefficients are exactly constant, which means that we have a velocity profile independent of z, that is, the velocity gradient is zero, then our system under a linear transformation reduces to that of inter- nal gravity waves in a stationary medium, which has already been solved 1 . However, in the next lowest non- trivial approximation, we assume that the vertical wave- length is small compared to the change in velocity pro- file. This allows us to treat kz large compared to the change in velocity profile when taking the Fourier trans- form of the linearized perturbed equations. Performing * Work supported in part by a grant from the National Aeronautics and Space Administration under Research Grant NGR-29-001-016. ** On leave of absence from the Desert Research Institute and Department of Physics, University of Nevada. Reno, Nevada, USA. Reprint to requests to: ALDEN MCLELLAN IV, Desert Research Institute and Department of Phys- ics, University of Nevada, Reno, Nevada, USA. 1 G. I. TAYLOR, Proc. Roy. Foe. London A 132. 499 [1931]. 2 J. W. MILES, J. Fluid Mech. 10. 496 [1961], 3 L. N. HOWARD, J. Fluid Mech. 10. 509 [1961], 4 K. M. CASE, Phys. Fluids 3, 149 [I960], 5 F. J. DYSON, Phys. Fluids 3, 155 [1960]. 6 F. G. W. WARREN, Quart, J. Mech. Appl. Math, (to be published). 7 C. O. HINES, Can. J. Phys. 38. 1441 [I960].

NOTIZ - zfn.mpdl.mpg.dezfn.mpdl.mpg.de/data/Reihe_A/24/ZNA-1969-24a-1161_n.pdf · NOTIZ 1161 NOTIZ Local Instabilities in Acoustic-Gravity Waves with Shear * ALDEN MCLELLAN IV **

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Page 1: NOTIZ - zfn.mpdl.mpg.dezfn.mpdl.mpg.de/data/Reihe_A/24/ZNA-1969-24a-1161_n.pdf · NOTIZ 1161 NOTIZ Local Instabilities in Acoustic-Gravity Waves with Shear * ALDEN MCLELLAN IV **

This work has been digitalized and published in 2013 by Verlag Zeitschrift für Naturforschung in cooperation with the Max Planck Society for the Advancement of Science under a Creative Commons Attribution4.0 International License.

Dieses Werk wurde im Jahr 2013 vom Verlag Zeitschrift für Naturforschungin Zusammenarbeit mit der Max-Planck-Gesellschaft zur Förderung derWissenschaften e.V. digitalisiert und unter folgender Lizenz veröffentlicht:Creative Commons Namensnennung 4.0 Lizenz.

NOTIZ 1 1 6 1

NOTIZ

Local Instabilities in A c o u s t i c - G r a v i t y W a v e s with Shear *

ALDEN MCLELLAN IV * *

International Centre for Theoretical Physics, Trieste, Italy (Z. Naturforsch. 24 a, 1161—1162 [1969] ; received 27 April 1969)

The problem of small amplitude waves propagating hori-zontally in an isothermal compressible fluid with constant parallel shear flow and within a constant gravitational field is treated. The waves are shown to be locally unstable in the "gravity-wave-like" mode for shear strengths above a critical value.

Conjectured by TAYLOR 1 , and proved by MILES 2

and HOWARD 3 , the sufficient conditions for stability in an isothermal incompresible fluid of variable density with parallel shear flow is that

J>i, where J is the local Richardson number. The eigen-value problem was solved by assuming spatially peri-odic wave motion subject to fixed boundary conditions. CASE 4 and DYSON 5 solved a similar incompressible fluid problem as an initial value problem. Recently, WARREN 6 has treated the compressible problem in the Miles-Howard manner with a "rigid l id" type bound-ary condition. He found the sufficient condition for stability to be

/ > i ( l + M 2 ) , where

M = (uo max — vo min) / a .

vo max and vo min are the maximum und minimum values of the fluid flow between two parallel horizontal rigid planes, a is the sound velocity.

An important point in considering the boundary-value or initial-value problem is that the solution is restricted to certain eigen-modes which belong to a continuous spectrum. Therefore, in this paper we look for instabilities in the local dispersion relation for an isothermal compressible fluid of constant parallel shear flow and exponentially decreasing density.

The fundamental equations necessary to describe the wave motions are:

a) Euler Equation

where v is the velocity vector of a fluid element of the oscilating medium, p is the pressure, o the density, and g is the gravity vector.

b) The Continuity Equation 3 o J t + V - ( o r ) = 0 . (2)

c) Equation of State (adiabatic approximation)

i t ( p Q - r ) = 0 , (3)

where y is the ratio of specific heats. Expressing the time derivative in Eq. (3) in terms of quantities re-ferring to points fixed in space, we have

(4)

For the equilibrium conditions, we have

£>eq. = £>o e"

31 + ( v- V ) v = - V P + g , (1)

-* ' h , (5)

P e q . = P 0 e - 2 / \ ( 6 )

and v = v0(z) ex, (7)

where h = a r j g y is the "scale height", and e x is the unit vector in the x-direction.

W e assume that all perturbed quantities are small. W e put

o ( r , t ) = \_Q0 + o ' ( r , t ) ] e - * ' h , ( 8 )

P(r,t) = [p0 + p ' ( r , t ) ] e~*lh, (9)

and v (r , t) = v0(z) + v ' ( r , t). (10)

By the substitutions of Eqs. (8) , (9) , and (10) into the fundamental Eqs. (1 ) , (2) , and (4) , and by mak-ing use of the equilibrium conditions (5 ) , (6) , and (7) , we obtain, after linearization, three linear differ-ential equations with non-constant coefficients. If we assume that the coefficients are exactly constant, which means that we have a velocity profile independent of z, that is, the velocity gradient is zero, then our system under a linear transformation reduces to that of inter-nal gravity waves in a stationary medium, which has already been solved 1 . However, in the next lowest non-trivial approximation, we assume that the vertical wave-length is small compared to the change in velocity pro-file. This allows us to treat kz large compared to the change in velocity profile when taking the Fourier trans-form of the linearized perturbed equations. Performing

* Work supported in part by a grant from the National Aeronautics and Space Administration under Research Grant NGR-29-001-016.

** On leave of absence from the Desert Research Institute and Department of Physics, University of Nevada. Reno, Nevada, USA. Reprint to requests to: ALDEN MCLELLAN IV, Desert Research Institute and Department of Phys-ics, University of Nevada, Reno, Nevada, USA.

1 G. I. TAYLOR, Proc. Roy. Foe. London A 132. 499 [1931]. 2 J. W. MILES, J. Fluid Mech. 10. 496 [1961], 3 L. N. HOWARD, J. Fluid Mech. 10. 509 [1961], 4 K. M. CASE, Phys. Fluids 3, 149 [I960] , 5 F. J. DYSON, Phys. Fluids 3, 155 [1960]. 6 F. G. W. WARREN, Quart, J. Mech. Appl. Math, (to be

published). 7 C. O. HINES, Can. J. Phys. 38. 1441 [I960] .

Page 2: NOTIZ - zfn.mpdl.mpg.dezfn.mpdl.mpg.de/data/Reihe_A/24/ZNA-1969-24a-1161_n.pdf · NOTIZ 1161 NOTIZ Local Instabilities in Acoustic-Gravity Waves with Shear * ALDEN MCLELLAN IV **

1 1 6 2 NOTIZ

the FOURIER transform, we have for the Euler equation, the continuity equation, and the equation of state, re-spectively

ioj g0vc + i(k-ex) q0vcv0 + q0 (vc-ez)ex d 2 Pc . , n (11) , ez + ikpc-gc g = 0 ,

M 9c - J?o (k ' vc) - v0 ( k • ex) oc - i {vc • ez) = 0 ,

(12)

7 - 1 to pc -to a2 Qc +1 — P o ( V C • ez) - v0 pc (k e x)

+ a2(k-ex) v0oc = 0 , (13)

100. r

STABLE

7 = 1.4 DIATOMIC

Fig. 1. Richardson number —wave number (shear —wave-length) plot showing the region of instability for diatomic

gases (7 = 1.4).

where e z is the unit vector in the 2 direction. o c and pc are constants with units of density and pressure, re-spectively. v c is a constant vector in the direction of v'. k is the propagating wave number vector, and co is the wave frequency.

Equations (11) , (12) , and (13) comprise a system of five scalar equations and five unknowns; vCx , vCy, Vcz, Qc and pc . The condition for a nontrivial solution is obtained by setting the determinant of the coeffi-cients of the unknowns equal to zero. This yields the local dispersion relation.

We consider a linear transformation to the intrinsic frequency moving with the fluid

to = oo — v0{k-ex), (14) and a linear transformation in k-space to eliminate the amplitude growth due to the exponential decay of den-sity with height.

kx — Kx , ky — Ky , kz — Kz — i . 97 ( 1 5 )

and furthermore K2 = KX2 + Kf/ + K2.

In non-dimensional form, the dispersion relation is r 4 + r 2 [ - * 2 - ( i 7 ) 2 ]

+ r { [ i ( x - C 2 ) - J y + 1] 5 ( K - e x ) } + (y-l)[x2-(*-e2)8]=0, (16)

where

W = K , and 5 = a dt'0

9 dz Let us assume propagation along the horizontal (x di-rection), then Eq. (16) has four roots, one of which exhibits unstable growth for a range of wavelengths dependent upon the shear strength. This unstable mode is a „gravity-like" wave propagating with the wind for positive shear. The onset of instability, which is de-termined by the appearance of a positive imaginary part to this root, occurs at the Richardson number

y(iy-l)2

J c = [ ( 7 - i ) - ( M 2 ! 2 • ( 1 7 )

For diatomic gases (see Fig. 1 ) , this critical Richard-son number is

Jc = 15 .55 .

In this analysis, we have used the general definition of the Richardson number, i. e. the ratio of the buo-yancy force to the inertial force

— g dq/dz_ J~ o (dv0/dz)2

Nachdruck — auch auszugsweise — nur mit schriftlicher Genehmigung des Verlages gestattet Verantwortlich für den Inhalt : A. KLEMM

Satz und Drude: Konrad Triltsdi, Würzburg