3.3. Normal Mode Propagation Models

The wave number integral in Eq. (3.47), for the pressure in the fluid with a symmetric point source according to f = f(x) = M grad(δ(xxs)) where xs = (0, 0, zs) is in the water and the time factor exp(iωt) with ω > 0 is omitted, may be rewritten as

p(r,z)=12r4(k,z)H0(1)(kr)kdk,

image (3.74)

since r4(k, z) is even in k. The integrand is analytic in k, except at the branch cuts induced by the vertical wave numbers and for the lower solid half-space. These branch cuts are typically chosen as the hyperbolic curves where Re(γ) or Re(ν) vanishes. According to the residue theorem, Eq. (3.74) can be replaced by ...

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