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