Earthquake Hazards 101 - the Basics
- What are hazard maps?
- Applications of the hazard maps / What are building codes?
- How to read a hazard map
- Why use probabilistic ground motion for hazard determination?
- How is a hazard map made? What is a hazard curve, and how is it made?
- What data are used to make hazard maps?
- Why do the hazard maps keep changing and getting updated?
- I just want to know what faults are near me - how will these maps help?
What are hazard maps?
The National Hazard Maps show the distribution of earthquake shaking levels that have a certain probability of occurring in the United States. These maps were created to provide the most accurate and detailed information possible to assist engineers in designing buildings, bridges, highways, and utilities that will withstand shaking from earthquakes in the United States. These maps are used to create and update the building codes that are now used by more than 20,000 cities, counties, and local governments to help establish construction requirements necessary to preserve public safety.
Applications of the Hazard Maps:
- Building Codes (NEHRP, IBC, ASCE 7) What are building codes? (PDF - CUSEC)
- Highway bridge design nationwide (AASHTO)
- Insurance rates
- Business and land-use planning
- Estimations of stability and landslide potentials of hillsides
- Construction standards for waste-disposal facilities (EPA)
- Retrofit priorities
- Allocation planning of assistance funds for education and preparedness (FEMA)
- Concerned general public
How to read a hazard map
Suppose the map on the left is the map given:
- A 50-year time interval
- A 5% chance of exceedence
- A PGA map
We would read the shaking hazards for Nowhere City as:
The earthquake peak ground acceleration (PGA) that has a 5% chance of being exceeded in 50 years has a value between 4 and 8% g.
Why are there different probability maps, and which one do I use?
Why use probabilistic ground motion for hazard determination?
The goal of a hazard map is to depict the potential shaking hazard from future earthquakes. The following sequence explains why probabilistic ground motion is the best way to accomplish this goal:
1. We can use a map showing the location and date of significant damaging earthquakes in the United States,
a map like that would not generalize from seismic history to indicate where other damaging earthquakes might be expected to occur in the future. TO ADD THIS MISSING INFORMATION... |
2. We can add to the map all the smaller earthquakes that have occurred in the past, and then we can then use that seismic history information to assume that damaging earthquakes can also occur in the future in the same locations as the smaller earthquakes,
we can't tell what the size of the expected ground motion hazard is. TO ADD THIS MISSING INFORMATION... |
3. We can make a map of the historical maximum seismic intensities (amount of shaking) to estimate the size of the hazard,
we are ignoring the fact that earthquakes occur at a much lower rate in some parts of the U.S. than in others. TO ADD THIS MISSING INFORMATION... |
4. We can incorporate seismicity rates in different parts of the country into the map using the methods of probabilistic ground motion hazard,
now the historical seismicity information is overemphasized compared to the evidence of seismic potential determined from geologic data. TO ADD THIS MISSING INFORMATION... |
5. Finally, we add a model of future seismicity based on the prehistoric geologic information. In this way we arrive at the final hazard map. |
How is a hazard map made?
What is a hazard curve, and how is it made?
How probabilistic ground motion is calculated:
Calculating the probability of a ground motion being exceeded.
1. We demonstrate how to get the probability that a ground motion is exceeded for an individual earthquake - the “probability of exceedance.”
a. Show a curve of ground motion vs distance for a given magnitude, given a particular attenuation relation.
b. At a given distance show distribution of ground motion.
c. Intercept the distribution with a horizontal line at a given ground motion.
d. The area of the distribution above the horizontal line is divided by the total area of the distribution. The result is “Probability of Exceedance” of the given ground motion given that earthquake having that magnitude experienced at that distance, given that particular attenuation relation.
Annual rate of exceedance
2. How to get the expected number of exceedances in 1 year owing to that earthquake.
Multiply the annual occurrence rate of the earthquake times the probability of exceedance of the ground motion, given that earthquake.
Expected number of exceedances in 1 year = Annual rate of exceedance
Annual rate of exceedance, given several earthquakes
3. Expected number of exceedances for several earthquakes. “Adding exceedances”
The expected number of exceedances for several earthquakes is calculated by merely adding the annual rate of exceedance owing to each earthquake.
Calculating a hazard curve.
4. A hazard curve is calculated by plotting annual rate of exceedance vs ground motion
a. Perform the above calculation for 18 other ground motion levels.
b. Plot the results.
c. Make a smooth curve.
Now, for any ground motion we can find the annual rate of exceedance. Likewise, for any annual rate of exceedance we can find the corresponding ground motion.
Exceedance probability in Y years.(This part is mathematical)
The expected number, n, of exceedances in Y years is n = Y times r, the annual rate of exceedance.
Assumption: The rate of earthquake occurrence in time is governed by the Poisson Law.
Application. Under the Poisson Law, if you expect over some period of time n occurrences of “something,” the probability of 0 occurrences is e–n. If the “something” is exceedance of some ground motion, the probability of getting an exceedance is 1 – P(0).
So, I can work backwards to find the annual rate of exceedance corresponding to “the probability of exceedance is 5 percent in 50 years.”
1 – P(0) = 5/100 (5 percent)
P(0) = 1 - 0.05 = 0.95 = e–n
Take the log to the base e of both sides of the last equality.
n = – ln (0.95) = 0.05129 = Yr = 50 r
r = 0.05129 / 50 = 0.0010258 = 1/974.8
The last result tells us that at low exceedance probabilities (less than 10 percent) r is approximately PE / (100 Y).
Now I can use the hazard curve to find the corresponding ground motion. The hazard maps are just the contoured version of the corresponding ground motion plotted on a geographic grid.
![]() There are 3 types of maps:
Units for all 3 maps are %g (percent of gravity). The ground motion values apply to ground motion expected for future individual earthquakes. The probabilistic ground motion calculation takes into account all possible future ground motions from all modeled earthquake magnitudes at all possible distances from the map site. The spatial distribution of probabilistic ground motion values is shown with contours on the map, like a topo map shows different elevations, with each color representing a different range of levels of shaking. |
A time interval during which all possible earthquakes may occur is set in order to determine the shaking hazard. The time interval is typically set to 50 years. The 50-year period can be ANY 50 years, not just the NEXT 50 years; the red bar above can span any 50-year period. |
% CHANCE of EXCEEDENCE (Y) The percent (%) chance that a certain amount of mapped shaking distribution will occur over the time period being considered. Typically the values of 2%, 5%, and 10% are used. Keep in mind that a 5% chance of exceedence means there is a 95% chance that the shaking will NOT exceed the value. |
What data are used to make hazard maps?
Three basic pieces of information are needed to produce probabilistic ground motion maps:
1. Model of Future Earthquakes
Using information about past historical earthquakes, Quaternary faults (prehistoric earthquakes), and present crustal deformation (geodetic data), USGS analysts make a model of the potential for future earthquakes. This model includes areal sources and fault sources. For each source the relative rate for earthquakes of different magnitudes is given, and the absolute rate for magnitudes larger than some minimum magnitude.
2. Attenuation Relations
An attenuation relation is an equation or a table that describes how earthquake ground motion decreases as the distance to the earthquake increases. Because earthquake ground motion increases with magnitude, the attenuation relation also depends on magnitude. Strong motion data (recordings close to the earthquake) and geophysical attenuation models are used to establish the attenuation relations.
3. Geologic Site Condition
Earthquake ground motion waves travel rapidly in the earth’s crust and mantle. That part of the earth’s solid crust closest to the surface is called bed rock. The size of the ground motion experienced at the earth’s surface is affected by the geology of the material between bed rock and the surface. Because the earthquake waves more slowly in this material than in rock, the size of the ground motion increases.
This material, often called alluvium or “the soil column,” increases the ground motion in such a way that “softer” soils, soils with less density, have lower seismic velocity, and hence experience larger increases in ground motion. It is necessary to know the geologic site condition in order to estimate the surface ground motion.
Maps are usually made for a common widespread site condition, and then rules are given for the user to adjust to other site conditions.