Purdue University

EAS 557

Introduction to Seismology

Robert L. Nowack

Lecture 14A

Ray Theretical Methods

 

 

            We will now investigate approximate solutions in heterogeneous media.  Recall in a homogeneous medium, P and S plane waves of velocities can travel with the form

 

          

 

where .  In a heterogeneous medium, which is smooth and slowly varying, we will look for solutions of the form

 

    

 

where  is the amplitude and  is the eikonal or the travel time.  We want to put this into the elastodynamic equation and solve for  and , but first we would like to see what the restrictions of using the “local plane wave” or “ray theory” solution is.  These include,

 

1)   The frequency  must be large, or since

 

 ,   ,  or 

 

this implies  is small compared to some scale in the medium.  This can also be considered as a short wavelength approximation.

 

            Ex)   For a 1-D velocity structure with a heterogeneity size “a”, then for ray theory to be valid,  must be much less than “a”.

 

 

 

 

2)   Interfaces must be sufficiently smooth.

 

 

 

 

The radius of curvature of interface l, must be much greater than the wavelength, or .  For this case, we can use plane wave reflection and transmission coefficients, possibly corrected for interface curvature.

 

 

3)   The distance of propagation must not be too great.

 

 

 

 

If a slightly shifted path has path length  or less, then there will be constructive interference for the energy traveling along these nearby paths arriving at the receiver at R.  Longer paths will have greater travel times and might destructively interfere with energy along the ray path.  The zone of constructive interference around the ray path is known as the first Fresnel zone.  The radius of the first Fresnel zone about the ray is given by RF.  An idealized situation is shown below where the ray path has length L and the slightly shifted path has length .

 

 

 

 

            From the figure

 

 

or

 

 

Let

 

 

then,

 

     for .

 

Now,

 

     or    

 

For ray methods to be valid, the heterogeneity scale “a” must be much greater than RF or .  Otherwise, constructive interference won’t take place within the first Fresnel zone.  This will put a limit on the propagation distance to be

 

 

As an example, what would be the first Fresnel zone radius for a ray reflected at the core mantle boundary (CMB) assuming a surface source and receiver, f = 1 Hz and v = 10 km/sec?  The wavelength  will then be 10 km.  The total path will be twice the distance from the surface to the core mantle boundary, or L ~ 6000 km for a vertical ray path.  Then,

 

 

This would be the radius of the zone on the CMB that would actively contribute and constructively interfere to give the reflected energy recorded at the surface, assuming the medium (i.e., the interface) is smooth over this length scale.  If this is not the case, then Huygen’s principle needs to be used to estimate the diffracted energy from the rough boundary.

 

 

4)   Ray methods break down at certain critical points where the amplitude gets large (infinite).  These points are called caustics.  There are certain modifications to the ray method that can be used to correct this restriction using high frequency ray methods.  These modified methods include

 

1)  The Maslov method

2)  The Gaussian Beam seismograms

 

But, these more advanced methods won’t be discussed further here.

 

      Let’s look now at seismic energy along rays.  The travel time along a ray can be written as

 

 

 

where

 

:  The velocity along the ray at position

:  The starting point of the ray

:  The ending point of the ray

:  The travel time (eikonal) along the ray

s:  The path length along the ray

 

 

 

 

A general way of specifying a ray is via Fermat’s principle, which states that the travel time  is a mininum or a maximum (an extremum) along the actual ray path.  This can be written as  for a small change in the path.  Thus, nature is economical and picks out the path that the seismic energy will travel along that provides a minimum (an extremum) travel time. 

 

      We can derive the ray tracing equations from Fermat’s principle.  Let

 

 

where we have inserted a term in brackets in the integral that is formally equal to 1 since .  The integrand can be written as

 

     i = 1, 3

 

where  is .  The travel time integral is then

 

 

 

Fermat’s principle says a small change in the travel time about a ray will be zero ( is an extremum about a valid ray for a small change in path).  Thus,

 

 

where  is small variation in the travel time.  This can be written as

 

     summation on i (i = 1,3)

 

Now,

 

 

then,

 

 

Using integration by parts for the second term where , and letting

 

     and     

 

then,

 

 

where the first term  is zero for fixed end points.  Now,

 

 

For this to be true for an arbitrary path, then the term in brackets must be zero giving

 

 

These are called Euler’s equations, where i = 1,3.

 

      Since

 

then,

 

 

where  is 1.  For the Euler equations, this results in

 

     i = 1,3

 

Now define  where  is the slowness vector tangent to the ray, then

 

          i = 1,3

 

These are called the ray equations in an isotropic, heterogeneous medium which solve for the position (x) along the ray and the slowness vector p tangent to the ray at each point.

 

 

 

 

      Now, several examples will be given for rays in different types of media.

 

            Ex)       For a constant velocity medium, v = constant, then .

                        Thus, p1, p2, p3 are equal to constants along the whole ray.  Ray will then be straight lines from the source.

 

            Ex)       For a vertically varying medium, with , then .

                        Thus, p1, p2 will be constants along the ray.  The horizontal slowness will then be conserved along the entire ray.  For a ray in the (x1,x3) plane,  constant where  is the angle of the ray from the vertical.  Special ray equations are derived later for vertically and radially varying media.

 

            Ex)       For a horizontal interface between two constant velocity half spaces, then

 

 

 

 

                        for a ray in the (x1,x3) plane, .  This is Snell’s law where p1 = constant for both ray segments.

 

            Ex)       For media with laterally and vertically varying velocities, than a computer program must be used to solve the ray equations.

 

                        After the rays are determined, the travel times can be computed along the ray as .

 

 

            Assume that the path satisfies the ray equations and consider a perturbation of the endpoint s1

 

 

 

 

Now,

 

     i = 1,3

 

For a valid ray path, the integral is zero and

 

 

Recall that

 

 

then,

 

 

where p1 can be identified as  and similarly for p2 and p3.  Thus,

 

     i = 1,3

 

which is the grad vector of the time field in the direction of the ray.  Then,

 

 

This is called the Eikonal equation.  For any perturbation vector  parallel to the wavefront, then  and

 

 

or

 

 

Thus, for an isotropic medium,  is perpendicular to the wavefront.

 

            We therefore have three ways to specify ray paths in a heterogeneous medium,

 

1)  Fermat’s principle

2)  The ray equations

3)  The Eikonal equation

 

 

            In order to investigate the equation of motion, we will first look at the P wave potential  which solves the simple wave equation

 

 

Since plane waves are solutions to this equation for v = constant, we will look for “local plane wave” solutions in the high frequency limit for heterogeneous media.  A trial solution can be written

 

 

which is an “asymptotic ray series”.  An asymptotic series is valid for some parameter sufficiently large or small.  For the ray series,  is assumed to be large or  is assumed to be small (with respect to some scales of the medium).  Now substitute the trial solution into the wave equation.  This results in

 

 

 

 

The idea is to set each of the brackets to zero separately for the case where  is large.  If  were not large, we would have to solve all brackets at once – as in the original equation.  Setting the  term to zero results in

 

 

which is the Eikonal equation derived earlier from the ray equations.  The zero-th order solution is then

 

 

Next, set the  term to zero resulting in .  This is called the transport equation.

 

            From the transport equation

 

 

where J(s) is the geometric spreading which can be determined from the geometry of the rays obtained from the zero-th order term.  The geometric spreading depends on the type of source and the velocity variations along the path and can be obtained from the rays by solving the “dynamic ray equations”.  For example, for a point source in a 3-D homogeneous medium, the geometrical spreading is related to the distance from the source squared.  The first order ray solution to the wave equation is

 

 

 

where  is assumed to be large.

 

In order to calculate ray theoretical seismogram in a variable velocity medium

 

1)  Compute rays by solving the ray equations.

 

2)  Compute the travel time for rays from the source to the receivers.

 

3)  Compute the geometric spreading J along the rays using the dynamic ray equations.

 

4)  Construct .

 

5)  Convolve with source time function.

 

For example, a computer program SEIS88 performs these steps for a heterogeneous 2-D medium.

 

The complete, isotropic elastodynamic equation can be written as

 

 

where

 

 

A trial ray series solution can then be written as

 

 

where it is assumed that  is large.  Putting this trial solution into the elastodynamic equation, the  term is

 

 

where

 

   and   

 

This is zero if either

 

1) 

 

or

 

2) 

 

Thus, in the high frequency approximation, two waves can propagate (P and S) in an isotropic, heterogeneous medium.  Also, it can be found that the particle motion for a high frequency P-wave is in the direction of the ray and for a high frequency S-wave is perpendicular to the ray along the wavefront.  Recall in the homogeneous case, velocities  and  are constant and the elastodynamic equation can be strictly separated into two wave types (P and S).  For the heterogeneous case in the high frequency limit, this is still approximately true.