Kármán–Moore theory

Supersonic flow past a slender body

Kármán–Moore theory is a linearized theory for supersonic flows over a slender body, named after Theodore von Kármán and Norton B. Moore, who developed the theory in 1932.[1][2] The theory in particular, provides an explicit formula for the wave drag, which converts the kinetic energy of the moving body into outgoing sound waves behind the body.[3]

Mathematical description

Consider a slender body with pointed edges at the front and back. The supersonic flow past this body will be nearly parallel to the x {\displaystyle x} -axis everywhere since the shock waves formed (one at the leading edege and one at the trailign edge) will be weak; as a consequence, the flow will be potential everywhere, which can be described using the velocity potential φ = x v 1 + ϕ {\displaystyle \varphi =xv_{1}+\phi } , where v 1 {\displaystyle v_{1}} is the incoming uniform velocity and ϕ {\displaystyle \phi } characteising the small deviation from the uniform flow. In the linearized theory, ϕ {\displaystyle \phi } satisfies

2 ϕ y 2 + 2 ϕ z 2 β 2 2 ϕ x 2 = 0 , {\displaystyle {\frac {\partial ^{2}\phi }{\partial y^{2}}}+{\frac {\partial ^{2}\phi }{\partial z^{2}}}-\beta ^{2}{\frac {\partial ^{2}\phi }{\partial x^{2}}}=0,}

where β 2 = ( v 1 2 c 1 2 ) / c 1 2 = M 1 2 1 {\displaystyle \beta ^{2}=(v_{1}^{2}-c_{1}^{2})/c_{1}^{2}=M_{1}^{2}-1} , c 1 {\displaystyle c_{1}} is the sound speed in the incoming flow and M 1 {\displaystyle M_{1}} is the Mach number of the incoming flow. This is just the two-dimensional wave equation and ϕ {\displaystyle \phi } is a disturbance propagated with an apparent time x / v 1 {\displaystyle x/v_{1}} and with an apparent velocity v 1 / β {\displaystyle v_{1}/\beta } .

Let the origin ( x , y , z ) = ( 0 , 0 , 0 ) {\displaystyle (x,y,z)=(0,0,0)} be located at the leading end of the pointed body. Further, let S ( x ) {\displaystyle S(x)} be the cross-sectional area (perpendicular to the x {\displaystyle x} -axis) and l {\displaystyle l} be the length of the slender body, so that S ( x ) = 0 {\displaystyle S(x)=0} for x < 0 {\displaystyle x<0} and for x > 1 {\displaystyle x>1} . Of course, in supersonic flows, disturbances (i.e., ϕ {\displaystyle \phi } ) can be propagated only into the region behind the Mach cone. The weak Mach cone for the leading-edge is given by x β r = 0 {\displaystyle x-\beta r=0} , whereas the weak Mach cone for the trailing edge is given by x β r = l {\displaystyle x-\beta r=l} , where r 2 = y 2 + z 2 {\displaystyle r^{2}=y^{2}+z^{2}} is the squared radial distance from the x {\displaystyle x} -axis.

The disturbance far away from the body is just like a cylindrical wave propagation. In front of the cone x β r = 0 {\displaystyle x-\beta r=0} , the solution is simply given by ϕ = 0 {\displaystyle \phi =0} . Between the cones x β r = 0 {\displaystyle x-\beta r=0} and x β r = l {\displaystyle x-\beta r=l} , the solution is given by[3]

ϕ ( x , r ) = v 1 2 π 0 x β r S ( ξ ) d ξ ( x ξ ) 2 β 2 r 2 {\displaystyle \phi (x,r)=-{\frac {v_{1}}{2\pi }}\int _{0}^{x-\beta r}{\frac {S'(\xi )d\xi }{\sqrt {(x-\xi )^{2}-\beta ^{2}r^{2}}}}}

whereas the behind the cone x β r = l {\displaystyle x-\beta r=l} , the solution is given by

ϕ ( x , r ) = v 1 2 π 0 l S ( ξ ) d ξ ( x ξ ) 2 β 2 r 2 . {\displaystyle \phi (x,r)=-{\frac {v_{1}}{2\pi }}\int _{0}^{l}{\frac {S'(\xi )d\xi }{\sqrt {(x-\xi )^{2}-\beta ^{2}r^{2}}}}.}

The solution described above is exact for all r {\displaystyle r} when the slender body is a solid of revolution. If this is not the case, the solution is valid at large distances will have correction associated with the non-linear distortion of the shock profile, whose strength is proportional to ( M 1 1 ) 1 / 8 r 3 / 4 {\displaystyle (M_{1}-1)^{1/8}r^{-3/4}} and a fcator depending on the shape function S ( x ) {\displaystyle S(x)} .[4]

The drag force F {\displaystyle F} is just the x {\displaystyle x} -component of the momentum per unti time. To calculate this, consider a cylindircal surface with a large radius and with an axis along the x {\displaystyle x} -axis. The momentum flux density crossing through this surface is simply given by Π x r = ρ v r ( v 1 + v x ) ρ 1 ( ϕ / r ) ( v 1 + ϕ / x ) {\displaystyle \Pi _{xr}=\rho v_{r}(v_{1}+v_{x})\approx \rho _{1}(\partial \phi /\partial r)(v_{1}+\partial \phi /\partial x)} . Integrating Π x r {\displaystyle \Pi _{xr}} over the cylindrical surface gives the drag force. Due to symmetry, the first term in Π x r {\displaystyle \Pi _{xr}} upon integration gives zero since the net mass flux ρ v r {\displaystyle \rho v_{r}} is zero on the cylindrical surface considered. The second term gives the non-zero contribution,

F = 2 π r ρ 1 ϕ r ϕ x d x . {\displaystyle F=-2\pi r\rho _{1}\int _{-\infty }^{\infty }{\frac {\partial \phi }{\partial r}}{\frac {\partial \phi }{\partial x}}dx.}

At large distances, the values x ξ β r {\displaystyle x-\xi \sim \beta r} (the wave region) are the most important in the solution for ϕ {\displaystyle \phi } ; this is because, as mentioned earlier, ϕ {\displaystyle \phi } is a like disturbance propating with a speed v 1 / β {\displaystyle v_{1}/\beta } with an apparent time x / v 1 {\displaystyle x/v_{1}} . This means that we can approximate the expression in the denominator as ( x ξ ) 2 β 2 r 2 2 β r ( x ξ β r ) . {\displaystyle (x-\xi )^{2}-\beta ^{2}r^{2}\approx 2\beta r(x-\xi -\beta r).} Then we can write, for example,

ϕ ( x , r ) = v 1 2 π 2 β r 0 x β r S ( ξ ) d ξ x ξ β r = v 1 2 π 2 β r 0 S ( x β r s ) d s s , s = x ξ β r , r 1. {\displaystyle \phi (x,r)=-{\frac {v_{1}}{2\pi {\sqrt {2\beta r}}}}\int _{0}^{x-\beta r}{\frac {S'(\xi )d\xi }{\sqrt {x-\xi -\beta r}}}=-{\frac {v_{1}}{2\pi {\sqrt {2\beta r}}}}\int _{0}^{\infty }{\frac {S'(x-\beta r-s)ds}{\sqrt {s}}},\quad s=x-\xi -\beta r,\,\,r\gg 1.}

From this expression, we can calculate ϕ / r {\displaystyle \partial \phi /\partial r} , which is also equal to β ϕ / x {\displaystyle -\beta \partial \phi /\partial x} since we are in the wave region. The factor 1 / r {\displaystyle 1/{\sqrt {r}}} appearing in front of the integral need not to be differentiated since this gives rise to the small correction proportional to 1 / r {\displaystyle 1/r} . Effecting the differentiation and returning to the original variables, we find

ϕ r = β ϕ x = v 1 2 π β 2 r 0 x β r S ( ξ ) d ξ x ξ β r . {\displaystyle {\frac {\partial \phi }{\partial r}}=-\beta {\frac {\partial \phi }{\partial x}}={\frac {v_{1}}{2\pi }}{\sqrt {\frac {\beta }{2r}}}\int _{0}^{x-\beta r}{\frac {S''(\xi )d\xi }{\sqrt {x-\xi -\beta r}}}.}

Substituting this in the drag force formula gives us

F = ρ 1 v 1 2 4 π 0 X 0 X S ( ξ 1 ) S ( ξ 2 ) d ξ 1 d ξ 2 d X ( X ξ 1 ) ( X ξ 2 ) , X = x β r . {\displaystyle F={\frac {\rho _{1}v_{1}^{2}}{4\pi }}\int _{-\infty }^{\infty }\int _{0}^{X}\int _{0}^{X}{\frac {S''(\xi _{1})S''(\xi _{2})d\xi _{1}d\xi _{2}dX}{\sqrt {(X-\xi _{1})(X-\xi _{2})}}},\quad X=x-\beta r.}

This can be simplified by carrying out the integration over X {\displaystyle X} . When the integration order is changed, the limit for X {\displaystyle X} ranges from the m a x ( ξ 1 , ξ 2 ) {\displaystyle \mathrm {max} (\xi _{1},\xi _{2})} to L {\displaystyle L\to \infty } . Upon integration, we have

F = ρ 1 v 1 2 2 π 0 l 0 ξ 2 S ( ξ 1 ) S ( ξ 2 ) [ ln ( ξ 2 ξ 1 ) ln 4 L ] d ξ 1 d ξ 2 . {\displaystyle F=-{\frac {\rho _{1}v_{1}^{2}}{2\pi }}\int _{0}^{l}\int _{0}^{\xi _{2}}S''(\xi _{1})S''(\xi _{2})[\ln(\xi _{2}-\xi _{1})-\ln 4L]d\xi _{1}d\xi _{2}.}

The integral containing the term L {\displaystyle L} is zero because S ( 0 ) = S ( l ) = 0 {\displaystyle S'(0)=S'(l)=0} (of course, in addition to S ( 0 ) = S ( l ) = 0 {\displaystyle S(0)=S(l)=0} ).

The final formula for the wave drag force may be written as

F = ρ 1 v 1 2 2 π 0 l 0 ξ 2 S ( ξ 1 ) S ( ξ 2 ) ln ( ξ 2 ξ 1 ) d ξ 1 d ξ 2 , {\displaystyle F=-{\frac {\rho _{1}v_{1}^{2}}{2\pi }}\int _{0}^{l}\int _{0}^{\xi _{2}}S''(\xi _{1})S''(\xi _{2})\ln(\xi _{2}-\xi _{1})d\xi _{1}d\xi _{2},}

or

F = ρ 1 v 1 2 2 π 0 l 0 l S ( ξ 1 ) S ( ξ 2 ) ln | ξ 2 ξ 1 | d ξ 1 d ξ 2 . {\displaystyle F=-{\frac {\rho _{1}v_{1}^{2}}{2\pi }}\int _{0}^{l}\int _{0}^{l}S''(\xi _{1})S''(\xi _{2})\ln |\xi _{2}-\xi _{1}|d\xi _{1}d\xi _{2}.}


The drag coefficient is then given by

C d = F ρ 1 2 v 1 2 l 2 / 2 . {\displaystyle C_{d}={\frac {F}{\rho _{1}^{2}v_{1}^{2}l^{2}/2}}.}

Since F ρ 1 v 1 2 S 2 / l 2 {\displaystyle F\sim \rho _{1}v_{1}^{2}S^{2}/l^{2}} that follows from the formula derived above, C d S 2 / l 4 {\displaystyle C_{d}\sim S^{2}/l^{4}} , indicating that the drag coefficient is proportional to the square of the cross-sectional area and inversely proportional to the fourth power of the body length.

The shape with smallest wave drag for agiven volume V {\displaystyle V} and length l {\displaystyle l} can be obtained from the wave drag force formula. This shape is known as the Sears–Haack body.[5][6]

See also

References

  1. ^ Von Karman, T., & Moore, N. B. (1932). Resistance of slender bodies moving with supersonic velocities, with special reference to projectiles. Transactions of the American Society of Mechanical Engineers, 54(2), 303-310.
  2. ^ Ward, G. N. (1949). Supersonic flow past slender pointed bodies. The Quarterly Journal of Mechanics and Applied Mathematics, 2(1), 75-97.
  3. ^ a b Landau, L. D., & Lifshitz, E. M. (2013). Fluid mechanics: Landau And Lifshitz: course of theoretical physics, Volume 6 (Vol. 6). Elsevier. section 123. pages 123-124
  4. ^ Whitham, G. B. (2011). Linear and nonlinear waves. John Wiley & Sons. pages 335-336.
  5. ^ Haack, W. (1941). Geschossformen kleinsten wellenwiderstandes. Bericht der Lilienthal-Gesellschaft, 136(1), 14-28.
  6. ^ Sears, W. R. (1947). On projectiles of minimum wave drag. Quarterly of Applied Mathematics, 4(4), 361-366.