The Modified Mercalli intensity scale (MM or MMI), descended from Giuseppe Mercalli's Mercalli intensity scale of 1902, is a seismic intensity scale used for measuring the intensity of shaking produced by an earthquake. It measures the effects of an earthquake at a given location, distinguished from the earthquake's inherent force or strength as measured by seismic magnitude scales (such as the "Mw" magnitude usually reported for an earthquake). While shaking is driven by the seismic energy released by an earthquake, earthquakes differ in how much of their energy is radiated as seismic waves. Deeper earthquakes also have less interaction with the surface, and their energy is spread out across a larger area. Shaking intensity is localized, generally diminishing with distance from the earthquake's epicenter, but can be amplified in sedimentary basins and certain kinds of unconsolidated soils.
Intensity scales empirically categorize the intensity of shaking based on the effects reported by untrained observers and are adapted for the effects that might be observed in a particular region. In not requiring instrumental measurements, they are useful for estimating the magnitude and location of historical (pre-instrumental) earthquakes: the greatest intensities generally correspond to the epicentral area, and their degree and extent (possibly augmented with knowledge of local geological conditions) can be compared with other local earthquakes to estimate the magnitude.
The Italian volcanologist Giuseppe Mercalli formulated his first intensity scale in 1883. It had six degrees or categories, has been described as "merely an adaptation" of the then standard Rossi–Forel scale of ten degrees, and is now "more or less forgotten". Mercalli's second scale, published in 1902, was also an adaptation of the Rossi–Forel scale, retaining the ten degrees and expanding the descriptions of each degree. This version "found favour with the users", and was adopted by the Italian Central Office of Meteorology and Geodynamics.
In 1904, Adolfo Cancani proposed adding two additional degrees for very strong earthquakes, "catastrophe" and "enormous catastrophe", thus creating the 12-degree scale. His descriptions being deficient, August Heinrich Sieberg augmented them in 1912 and 1923, and indicated a peak ground acceleration (PGA) for each degree. This became known as the "Mercalli–Cancani scale, formulated by Sieberg", or the "Mercalli–Cancani–Sieberg scale", or simply "MCS", and used extensively in Europe.
When Harry O. Wood and Frank Neumann translated this into English in 1931 (along with modification and condensation of the descriptions, and removal of the acceleration criteria), they called it the "Modified Mercalli Intensity Scale of 1931" (MM31). Some seismologists prefer to call this version the "Wood–Neumann scale". Wood and Neumann also had an abridged version, with fewer criteria for assessing the degree of intensity.
The Wood–Neumann scale was revised in 1956 by Charles Francis Richter and published in his influential textbook Elementary Seismology. Not wanting to have this intensity scale confused with the magnitude scale he had developed, he proposed calling it the "Modified Mercalli scale of 1956" (MM56).
In their 1993 compendium of historical seismicity in the United States, Carl Stover and Jerry Coffman ignored Richter's revision, and assigned intensities according to their slightly modified interpretation of Wood and Neumann's 1931 scale, effectively creating a new but largely undocumented version of the scale.
The basis by which the U.S. Geological Survey (and other agencies) assigns intensities is nominally Wood and Neumann's "Modified Mercalli Intensity Scale of 1931". However, this is generally interpreted with the modifications summarized by Stover and Coffman because in the decades since 1931 it has been found that "some criteria are more reliable than others as indicators of the level of ground shaking." Also, construction codes and methods have evolved, making much of built environment stronger; these make a given intensity of ground shaking seem weaker. And it is now recognized that some of the original criteria of the higher degrees (X and above), such as bent rails, ground fissures, landslides, etc., are "related less to the level of ground shaking than to the presence of ground conditions susceptible to spectacular failure."
The "catastrophe" and "enormous catastrophe" categories added by Cancani (XI and XII) are used so infrequently that current USGS practice is merge them into a single "Extreme" labeled "X+".
Modified Mercalli Intensity scale
The lower degrees of the Modified Mercalli Intensity scale generally deal with the manner in which the earthquake is felt by people. The higher numbers of the scale are based on observed structural damage.
This table gives Modified Mercalli scale intensities that are typically observed at locations near the epicenter of the earthquake.
|I. Not felt||Not felt except by very few under especially favorable conditions.|
|II. Weak||Felt only by a few people at rest, especially on upper floors of buildings.|
|III. Weak||Felt quite noticeably by people indoors, especially on upper floors of buildings. Many people do not recognize it as an earthquake. Standing motor cars may rock slightly. Vibrations similar to the passing of a truck. Duration estimated.|
|IV. Light||Felt indoors by many, outdoors by few during the day. At night, some awakened. Dishes, windows, doors disturbed; walls make cracking sound. Sensation like heavy truck striking building. Standing motor cars rocked noticeably.|
|V. Moderate||Felt by nearly everyone; many awakened. Some dishes, windows broken. Unstable objects overturned. Pendulum clocks may stop.|
|VI. Strong||Felt by all, many frightened. Some heavy furniture moved; a few instances of fallen plaster. Damage slight.|
|VII. Very strong||Damage negligible in buildings of good design and construction; slight to moderate in well-built ordinary structures; considerable damage in poorly built or badly designed structures; some chimneys broken.|
|VIII. Severe||Damage slight in specially designed structures; considerable damage in ordinary substantial buildings with partial collapse. Damage great in poorly built structures. Fall of chimneys, factory stacks, columns, monuments, walls. Heavy furniture overturned.|
|IX. Violent||Damage considerable in specially designed structures; well-designed frame structures thrown out of plumb. Damage great in substantial buildings, with partial collapse. Buildings shifted off foundations. Liquefaction.|
|X. Extreme||Some well-built wooden structures destroyed; most masonry and frame structures destroyed with foundations. Rails bent.|
|XI. Extreme||Few, if any, (masonry) structures remain standing. Bridges destroyed. Broad fissures in ground. Underground pipe lines completely out of service. Earth slumps and land slips in soft ground. Rails bent greatly.|
|XII. Extreme||Damage total. Waves seen on ground surfaces. Lines of sight and level distorted. Objects thrown upward into the air.|
Correlation with magnitude
|Magnitude||Magnitude / intensity comparison|
|7.0 and higher||VIII or higher|
The correlation between magnitude and intensity is far from total, depending upon several factors including the depth of the hypocenter, terrain, distance from the epicenter. For example, a 4.5 magnitude quake in Salta, Argentina, in 2011, that was 164 km deep had a maximum intensity of I, while a 2.2 magnitude event in Barrow in Furness, England, in 1865, about 1 km deep had a maximum intensity of VIII.
The small table is a rough guide to the degrees of the Modified Mercalli Intensity scale. The colors and descriptive names shown here differ from those used on certain shake maps in other articles.
Estimating site intensity and its use in seismic hazard assessment
Dozens of so-called intensity prediction equations have been published to estimate the macroseismic intensity at a location given the magnitude, source-to-site distance and, perhaps, other parameters (e.g. local site conditions). These are similar to ground motion prediction equations for the estimation of instrumental strong-motion parameters such as peak ground acceleration. A summary of intensity prediction equations is available. Such equations can be used to estimate the seismic hazard in terms of macroseismic intensity, which has the advantage of being more closely related to seismic risk than instrumental strong-motion parameters.
Correlation with physical quantities
The Mercalli scale is not defined in terms of more rigorous, objectively quantifiable measurements such as shake amplitude, shake frequency, peak velocity, or peak acceleration. Human-perceived shaking and building damages are best correlated with peak acceleration for lower-intensity events, and with peak velocity for higher-intensity events.
Comparison to the moment magnitude scale
The effects of any one earthquake can vary greatly from place to place, so there may be many Mercalli intensity values measured for the same earthquake. These values can be best displayed using a contoured map of equal intensity, known as an isoseismal map. However, each earthquake has only one magnitude.
- Japan Meteorological Agency seismic intensity scale
- Rohn emergency scale
- Seismic intensity scales
- Seismic magnitude scales
- Spectral acceleration
- Strong ground motion
- "The Modified Mercalli Intensity Scale". USGS.
- Davison 1921, p. 103.
- Musson, Grünthal & Stucchi 2010, p. 414.
- Davison 1921, p. 108.
- Musson, Grünthal & Stucchi 2010, p. 415.
- Davison 1921, p. 112.
- Davison 1921, p. 114.
- Musson, Grünthal & Stucchi 2010, p. 416.
- Wood & Neumann 1931.
- Musson, Grünthal & Stucchi 2010, p. 416.
- Richter 1958; Musson, Grünthal & Stucchi 2010, p. 416.
- Musson, Grünthal & Stucchi 2010, p. 416.
- Stover & Coffman 1993.
- Their modifications were mainly to degrees IV and V, with VI contingent on reports of damage to man-made structures, and VII considering only "damage to buildings or other man-made structures". See details at Stover & Coffman 1993, pp. 3–4.
- Grünthal 2011, p. 238. The most definitive exposition of the Stover and Coffman's effective scale is at Musson & Cecić 2012, §12.2.2.
- Dewey et al. 1995, p. 5.
- Davenport & Dowrick 2002 harvnb error: no target: CITEREFDavenportDowrick2002 (help).
- Dewey et al. 1995, p. 5.
- Musson, Grünthal & Stucchi 2010, p. 423.
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- USGS: Did you feel it? for 20 May 2011
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- Allen, Trevor I.; Wald, David J.; Worden, C. Bruce (2012-07-01). "Intensity attenuation for active crustal regions". Journal of Seismology. 16 (3): 409–433. doi:10.1007/s10950-012-9278-7. ISSN 1383-4649.
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- "ShakeMap Scientific Background". USGS. Archived from the original on 2009-08-25. Retrieved 2017-09-02.
- Davenport, P. N.; Dowrick, D. J. (2003), Is there a relationship between observed felt intensity and parameters from strong motion instrument recordings? (PDF).
- Davison, Charles (June 1921), "On scales of seismic intensity and on the construction and use of isoseismal lines", Bulletin of the Seismological Society of America, 11 (2): 95–129.
- Dewey, James W.; Reagor, B. Glen; Dengler, L.; Moley, K. (1995), "Intensity Distribution and Isoseismal Maps for the Northridge, California, Earthquake of January 17, 1994" (PDF), U. S. Geological Survey, Open-File Report 95-92.
- Grünthal, Gottfried (2011), "Earthquakes, Intensity", in Gupta, Harsh K. (ed.), Encyclopedia of Solid Earth Geophysics, pp. 237–242, ISBN 978-90-481-8701-0.
- Musson, Roger W.; Grünthal, Gottfried; Stucchi, Max (April 2010), "The comparison of macroseismic intensity scales", Journal of Seismology, 14 (2): 413–428, doi:10.1007/s10950-009-9172-0.
- Musson, Roger M. W.; Cecić, Ina (2012), "Chapter 12: Intensity and Intensity Scales" (PDF), in Bormann, Peter (ed.), New Manual of Seismological Observatory Practice 2, doi:10.2312/GFZ.NMSOP-2_ch12.
- Richter, Charles F. (1958), Elementary Seismology, W. H. Freeman, ISBN 978-0716702115, LCCN 58-5970.
- Stover, Carl W.; Coffman, Jerry L. (1993), "Seismicity of the United States, 1568 – 1989 (Revised)" (PDF), U.S. Geological Survey, Professional Paper 1527.
- Wood, Harry O.; Neumann, Frank (1931), "Modified Mercalli Intensity Scale of 1931" (PDF), Bulletin of the Seismological Society of America, 21 (4): 277–283.