Appendix/Mathematics/Hypergeometric: Difference between revisions

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we obtain equation (1) of [https://ui.adsabs.harvard.edu/abs/1970PASA....1..325V/abstract R. Van der Borght (1970)], namely,
we obtain equation (1) of [https://ui.adsabs.harvard.edu/abs/1970PASA....1..325V/abstract R. Van der Borght (1970)], namely,
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<font color="#770000">'''Borght's LAWE'''</font><br />
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=Example Density- and Pressure-Profiles=


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==Uniform Density==
In the case of a uniform-density, incompressible configuration, Borght's LAWE becomes,
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\frac{d^2\xi}{dx^2} + \frac{(4-\mu)}{x} \cdot \frac{d\xi}{dx}
+ \biggl[\biggl(\frac{\omega^2\rho_0 R^2}{\gamma_\mathrm{g} P_0} \biggr)
- \frac{\alpha \mu}{x^2} \biggr]\xi \, .
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=See Also=
=See Also=

Revision as of 16:58, 26 October 2022


Hypergeometric Differential Equation

According to §9.151 (p. 1045) of Gradshteyn & Ryzhik (1965), "… a hypergeometric series is one of the solutions of the differential equation,

0

=

z(1z)d2udz2+[γ(α+β+1)z]dudzαβu,

which is called the hypergeometric equation. And, according to §9.10 (p. 1039) of Gradshteyn & Ryzhik (1965), "A hypergeometric series is a series of the form,

F(α,β;γ;z)

=

1+[αβγ1]z+[α(α+1)β(β+1)γ(γ+1)12]z2+[α(α+1)(α+2)β(β+1)(β+2)γ(γ+1)(γ+2)123]z3+

Among other attributes, Gradshteyn & Ryzhik (1965) note that this, "… series terminates if α or β is equal to a negative integer or to zero."

LAWE

Drawing from an accompanying discussion, we have the,

LAWE:   Linear Adiabatic Wave (or Radial Pulsation) Equation

d2xdr02+[4r0(g0ρ0P0)]dxdr0+(ρ0γgP0)[ω2+(43γg)g0r0]x=0

where,

g0

=

1ρ0dP0dr0.

Multiplying through by R2, and making the variable substitutions,

x

ξ,

r0R

x,

(43γg)

αγg,

the LAWE may be rewritten as,

0

=

d2ξdx2+[4x(g0ρ0RP0)]dξdx+(ρ0R2γgP0)[ω2αγgg0Rx]ξ

 

=

d2ξdx2+1x[4(g0ρ0r0P0)]dξdx+[(ω2ρ0R2γgP0)αx2(g0ρ0r0P0)]ξ.

If we furthermore adopt the variable definition,

μ

(g0ρ0r0P0)=dlnP0dlnr0,

we obtain equation (1) of R. Van der Borght (1970), namely,

Borght's LAWE

0

=

d2ξdx2+(4μ)xdξdx+[(ω2ρ0R2γgP0)αμx2]ξ.

Example Density- and Pressure-Profiles

Properties of Analytically Defined, Spherically Symmetric, Equilibrium Structures
Model ρ(x) P(x) P'(x) μ(x) ρ(x)P(x)
Uniform-density 1 1x2 2x 2x2(1x2) 1(1x2)
Linear 1x (1x)2(1+2x95x2) 125x(1x)(43x) 125x2(43x)(1x)(1+2x95x2) 1(1x)(1+2x95x2)
Parabolic 1x2 (1x2)2(112x2) x(1x2)(53x2) x2(53x2)(1x2)(112x2) 1(1x2)(112x2)
n=1 Polytrope sinxx (sinxx)2 2x[cosxsinxx]sinxx 2(1xcotx) xsinx

Uniform Density

In the case of a uniform-density, incompressible configuration, Borght's LAWE becomes,

0

=

d2ξdx2+(4μ)xdξdx+[(ω2ρ0R2γgP0)αμx2]ξ.


See Also


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