The Panel on Seismic Improvement, appointed by the Chairman of the
President’s Science Advisory Committee, considered the general problem
of the concealment of underground nuclear tests at its meeting on 5 and
6 March 1959. The Panel reviewed various proposed methods of concealing
underground nuclear tests. The Panel concluded that, on the basis of
present knowledge, the most promising approach was the method of
reducing the distant seismic signal from an underground explosion by
suitable design of the shot chamber. The Panel, therefore, examined this
proposal in detail.
The enclosed report by the Panel, “Certain Aspects of the Concealment of
Underground Explosions,” summarizes the preliminary theoretical analysis
of this particular method as well as the possible limitations and
deficiencies of the theory. On the basis of this preliminary theoretical
analysis, available experimental information, and other practical
considerations, the Panel arrived at the following general conclusion on
concealment which was included as paragraph 4 (f) in the summary report
of the Panel’s findings, “Report of the Panel on Seismic Improvement,”
dated March 16, 1959:
“In considering the problem of concealment, the PSI has examined the
possibilities of reducing the magnitude of the seismic signal from a
nuclear explosion by means of suitable design of the shot chamber. The
PSI concludes that it would be possible by this technique to reduce the
seismic signal by a factor of ten or more. The seismic signal from one
Hardtack II shot (Evans) was ten times less than that from another shot
(Tamalpais) of approximately the same yield although no attempt was made
to reduce the signal. Moreover, preliminary theoretical studies
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have shown
that it is possible in principle by this technique to reduce the seismic
signal from a given yield by a much greater factor than this. In view of
the many complexities involved, it is necessary that this theory be
tested with appropriately designed experiments to determine how large a
decoupling factor can actually be realized in practice. While many of
these tests can be carried out with high explosives, complete evaluation
of the theory probably cannot be made without nuclear explosions. All
possible seismic instrumentation should be employed in connection with
such
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tests to
assure that adequate data is obtained to assess the phenomena involved
and possibly to discover some characteristics which might allow long
range detection of such decoupled tests.”
Enclosure
Report Prepared by the Panel on Seismic Improvement
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Certain Aspects of the Concealment of
Underground Explosions
1. Method. It is proposed to reduce the
seismic signal from an underground explosion by setting the
explosion off in an underground cavity of such size that the
pressure on the wall of the cavity never exceeds the plastic yield
stress of the surrounding medium. To reduce the pressure on the
wall, it is proposed to fill the cavity with gas in such a manner
that the explosive force is transmitted by radiation rather than by
a gas shock. This requires a light gas such as hydrogen, or reduced
gas pressure, or both.
2. Estimate of Seismic Signal. The seismic
signal generated in the medium has been estimated by applying the
theory of elasticity to the medium. This is justified, as the medium
never suffers a non-elastic deformation. Elastic theory permits us
to calculate the energy per unit frequency E (ν) for which we
find
where δ is the density of the medium, c its sound velocity, W the
energy released in the explosion, γ refers to the equation of the
state of the gas and ω is the circular frequency.
It will be noted that (1) is independent of the radius of the hole;
once the hole is big enough to insure elasticity of the medium, it
no longer matters how big it is chosen. It is further seen that the
amplitude of the elastic wave which is proportional to (1) is
directly proportional to the energy released and is also
proportional to the frequency. The latter dependence will hold as
long as the frequency is less than the characteristic frequency of
the hole, c/R, where R is
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the radius of the hole; the dependence on ω
insures small amplitude for low frequency.
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We have compared the result (1) with the empirical result from the
Rainier experiment. It can be shown again from elastic theory
that
where D is the total displacement of the rock measured at a distance
r from the explosion. It has been assumed that ω is less than the
critical frequency of the wave generated by the explosion, which in
the case of Rainier was about ω x = 25 sec−1. In the Rainier experiment, D was observed to be 15 cm.
at r = 110 m. Using this information and the theoretical equation
(1) and assuming the medium in which the hole is made to be hard
rock of δ = 2, c = 5 km/sec, we find that the signal (1) is about
700 times smaller than the signal (2).
3. Detectability. In the Geneva net of
stations one has to rely on receiving signals at distances more than
2000 km. At such distances only frequencies of less than 1 cps can
be easily received. If we apply the theoretical factor of 700 and if
we assume that the Geneva net can detect explosions of 5 kt and
above, then explosions in a cavity could be concealed up to yields
of 3.5 megatons. There are other limitations which make it very
difficult to use this method of concealment for such large
explosions, particularly the size and cost of the required hole
which will be discussed below.
If there were a net of auxiliary stations of spacing 170 km, it is
expected such a net could detect first motion from 1 kt explosions.
Moreover, such a group of stations respond to high frequencies of
the order of 10 cps. In this case, the frequency is higher than the
critical frequency of an unconcealed 1 kt explosion. Generally in
Rainier surroundings the critical frequency is about
where W is in kilotons. If ν > νx, the
concealment factor is reduced to
and therefore at 1 kt to 350. In this case an explosion of 350 kt can
be made to look like 1 kt and will therefore be just detectable.
4. Limitations of the Method.
- a.
- Radiation wave. It seems important
to avoid an appreciable material shock wave in the cavity,
and thus to use gas at reduced density as described
above.
- b.
- Temperature at wall. In a cavity
designed to have 50 atmospheres static pressure and air at
1/100 normal density, the temperature will
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be 10 ev.
Such a high temperature may remove solid material from the
cavity surface which would come off with appreciable
momentum and thus might give a recoil to the wall, which
would increase the seismic wave. Estimates indicate that
this ablation of the wall is probably not important. If it
should turn out to be appreciable, it could be minimized by
providing thin foils inside the cavity to absorb some of the
heat.
- c.
- Plastic deformation. It is
important that the wall suffer no appreciable plastic
deformation. The elastic behavior of rock is not known to us
sufficiently to assess the limitation which this puts on the
pressure in the cavity. Experiments would be
important.
- d.
- Cracks in rock. If the rock wall
has cracks that are likely to open on application of
internal pressure, this would eliminate the hoop stresses
around the cavity and would permit very much larger
expansion of the cavity radius. This would increase the
signal transmitted to a distance in proportion to the
expansion. We are entirely ignorant on the occurrence of
cracks in rock, and here again only experiment can determine
the limitations from this cause. We believe that it should
be permissible in any case to apply a pressure equal to the
lithostatic ambient pressure which is about 1 atmosphere per
5 meters depth. It is suggested that salt may be
particularly free of cracks, especially if it is leached out
by water.
5. Maximum permissible pressure. We do not
know the maximum pressure in the cavity which is permissible to
insure elastic behaviour of the rock. It is important to know this
pressure because the cavity volume is inversely proportional to the
pressure, and the cost of excavating the cavity will be
approximately proportional to its volume. If we assume that 50
atmospheres is a permissible pressure, the required radius will be
33 meters for 1 kt which corresponds to a volume of 150,000 cubic
meters.
6. Deficiencies in the theory. The following
deficiencies in the theory are known to us which can probably be
removed by further theoretical work:
- a.
- The generation of surface waves, in particular of a long
period, has not been investigated. These waves may be
important for detection.
- b.
- The ablation of the surface of the cavity due to high
temperature must be determined, in order to assess whether
it is necessary to provide foils.
- c.
- A calculation should be made of the effect of shocks in
the gas in the cavity. Also, the impulse carried by the
expanding bomb material should be considered.
- d.
- It is somewhat remarkable that the shock predicted by our
theory is about 30 times less than earth shock observed from
air explosions of the same yield. This paradox should be
cleared up.
7. Construction of Cavity. A hole of one
million cubic meters would be required to contain an explosion of
about 7 kilotons at 50 atmospheres pressure. One method of obtaining
a hole of this size, which has been looked into in a preliminary
manner, is to wash it out in a large salt dome. Salt is believed to
have the required properties of high strength and freedom from
cracks. In addition, there is some experience with excavating large
holes in salt by dissolving out the solid material. The principal
problem is to locate a salt dome near an adequate supply of water.
(This can be sea water.)
An estimate of the cost of excavating such a cavity on an urgent time
scale was made in another connection. It was estimated that it would
require 6 months to a year to do the excavation and would cost
between 4 and 7 million dollars so that the cost is about a million
dollars per kiloton if the pressure has to be held to 50
atmospheres. It is probably possible to reduce the cost by
increasing the time required, and a much more thorough investigation
should be made to establish more accurate costs.
It may be possible to use ice instead of salt for the containing
media. This possibility should be investigated since it would
increase the availability of sites and may decrease the cost.
8. Test Requirements. Because of the potential
effect on the capability of a detection system, the Panel recommends
an immediate experimental and theoretical program to evaluate
quantitatively the possible decoupling by means of a properly
designed cavity. The program should include an extensive series of
HE tests leading up to
full-scale nuclear shots. The HE
tests should be closely coordinated with theoretical predictions to
provide valuable information for the design of a nuclear test. Final
verification that all of the conditions for decoupling are satisfied
will undoubtedly require full-scale nuclear shots.
9. Other Methods. The Panel has briefly
considered a variety of additional concealment methods. These
included: the use of noise cover from large earthquakes, from after
shock sequences, from artificial explosions, from volcanic
explosion, and from local meteorological conditions; the location of
test sites to take advantage of such noise cover and to minimize the
effectiveness of the control net; the introduction of confusing
signals into the network by an explosion pattern; the effect of
geologic structures on wave propagation; the possible effects of the
surface reflection from flat and curved surfaces
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on the initial P wave
at distant stations; the possibility of decreasing the initial
compression and accentuating the
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subsequent rarefaction by an
array of explosion points; the possibility of producing an initial
rarefaction wave by venting a large cavity of high pressure gas in
the vicinity of the nuclear explosion; the possibility of venting an
underground explosion chamber into tunnels. A quantitative
evaluation of these methods requires an extensive experimental and
theoretical program. The preliminary examination suggests that many
of these methods will make detection and identification
substantially more difficult than tests under Rainier conditions. In
general, the methods seem to have somewhat compensating
disadvantages. Of the many possibilities, the Panel recommends
special emphasis in the immediate future be given to the study of
the effect of the surface on underground explosions and the
possibility of venting the explosion chamber into underground
tunnels.
- Lloyd
V. Berkner,
Chairman - Hugo
Benioff
- Hans A.
Bethe
- W. Maurice
Ewing
- John
Gerrard
- David T.
Griggs
- Jack H.
Hamilton
- Warren
Heckrotte
- Montgomery
Johnson
- Albert
Latter
- Julius P.
Molnar
- Walter H.
Munk
- Jack E.
Oliver
- Frank
Press
- Carl F.
Romney
- Kenneth Street,
Jr.
- John W.
Tukey