[CEUS-earthquake-hazards] alternative hazard maps
Arthur D Frankel
afrankel at usgs.gov
Thu Feb 7 12:55:52 MST 2008
Zhenming,
I would like to amplify some of the points that Buddy Schweig made in
his excellent response to you.
When deciding on measures for public safety, such as building codes, it
is critical to consider the random variability that occurs in natural
processes, such as the timing of earthquakes and the severity of ground
motions produced by rupture on a fault.
The 7-10% probability of having a 1811-12 type New Madrid earthquake in
the next 50 years is derived from considering a 500 year AVERAGE
recurrence time, along with an assumption on the probability distribution
around that average recurrence time. Unfortunately, there is randomness
to earthquake occurrence and there is a significant probability that we
will have an 1811-12 type earthquake in the next 50 years, well before the
500 year average interval has elapsed.
Take the example of great earthquakes on the Cascadia subduction zone
(CSZ) of the Pacific Northwest. There is good paleoseismic evidence
stretching back at least 5000 years that great earthquakes occur along the
entire CSZ with an average recurrence time of about 500 years (see Atwater
and Hemphill-Haley, 1997, USGS Professional Paper 1576; Nelson et al.,
2006 in Quaternary Research). Of course, there is uncertainty in our
dating of these past earthquakes. Furthermore, there is natural
variability in the occurrence of these earthquakes. For example, two great
earthquakes (the U and W events described in Atwater and Hemphill-Haley)
may have occurred as little as 100 years apart, given the closeness in
time of the central estimates of their dates and the uncertainites in the
dating.
The variability in earthquake recurrence times is understandable: we know
that slip on a fault during an earthquake is usually very heterogeneous,
with some patches on a fault slipping a great deal and other areas of the
fault hardly slipping at all. Slip on these other areas is sometimes
observed to be taken up by the next earthquake (see the 1940 and 1979
Imperial Valley earthquakes for example). It is also likely that the
rate of loading of faults is not constant in time or space. As I said in
my previous email, the occurrence of a large earthquake can increase
stress in some areas and affect the timing of other earthquakes in a
region, adding to the randomness of earthquake occurrence.
Buddy is also correct in noting that the seismic hazard maps also
include the possibility of magnitude 6 earthquakes, which will be more
frequent than the 1811-12 events.
When an 1811-12 type New Madrid earthquake occurs again, it will
produce a range of ground motions, even for locations at similar distances
from the earthquake fault. Of course, there are differences in soil
conditions that will affect the ground shaking and we can predict that
areas of soft soils will have stronger shaking on average. Even
considering sites with similar soils at similar distances from the
earthquake, there will be substantial variation of ground shaking. For
example, if a large earthquake on the Reelfoot fault ruptures from
northwest to southeast, it will produce higher ground motions than average
for some locations in northwest Tennessee because of the strong pulse of
velocity produced by rupture directivity. Areas of the fault where there
is larger slip during the earthquake will likely produce larger ground
velocities at nearby sites. These areas of larger slip will vary from
earthquake to earthquake, as could the direction of rupture. Thus, we
can't predict in advance (at least at our present stage of knowledge)
where the areas of higher (and lower) than average ground motions will
occur. But we can account for this variability in our seismic hazard
calculations and in our building codes. That is the essence of
probabilistic seismic hazard assessment.
Art Frankel
U.S. Geological Survey
MS 966, Box 25046
DFC
Denver, CO 80225
phone: 303-273-8556
fax: 303-273-8600
email: afrankel at usgs.gov
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