Geoscience Reference
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phase with respect to seismic signals. A peak of the electromagnetic signal should be
expected in the vicinity of the seismic front where the mass velocity of the medium
amounts to the maximum value.
2 ı B LJ LJ that means that the diffusion of
the electromagnetic perturbations dominates over the effect of “frozen-in” magnetic
field lines. Let a and k a D 2= a be the characteristic size/wavelength and
acoustic wave number of the seismic wave, respectively. Using these parameters,
the above inequality reads as
Consider first the limit when j @ t ı B j m LJ LJ r
! j ı B j m j ı B j k a :
(7.21)
Substituting the frequency of the acoustic wave ! D k a C l into Eq. ( 7.21 ), we obtain
f C l =.2 m / D 0 C l =.2/;
(7.22)
where the frequency f is related to the cyclic frequency ! via f D !=.2/.
Taking numerical values C l D 5 km/s and D 10 3 -10 2 S/m we find that
inequality ( 7.22 ) keeps as f (5-50) mHz.
In the same manner we can estimate the source function; that is, the last term on
the right-hand side of Eq. ( 7.12 ) by the order of magnitude
jr . V B 0 / j V 0 B 0 k a ;
(7.23)
where V 0 denotes the magnitude of the mass velocity. So, neglecting the term on
the left-hand side of Eq. ( 7.12 ) and equating the terms on the right-hand side of this
equation gives
m j ı B j k a V 0 B 0 k a :
(7.24)
The value j ı B j in Eq. ( 7.24 ) can be considered as the order-of-magnitude estimation
of the perturbation of the Earth's magnetic field caused by seismic wave propaga-
tion. So we finally come to
V 0 a B 0
2 m
V 0 C l B 0
2f m :
ıB max
(7.25)
Thus, such parameters as the mass velocity, seismic frequency, and ground con-
ductivity may greatly affect the magnitude of magnetic perturbations. For example,
taking a typical seismic frequency f D 1 Hz, V 0 D 1-10 cm/s, B 0 D 5 10 5 T
and the abovementioned values of the parameters we obtain that ıB max 3-30 pT.
The above estimate for magnetic field variations is valid not only for the earth-
fixed, that is, for the motionless reference frame but also for the reference frame
 
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