Earth:Surface wave magnitude

The surface wave magnitude ([math]\displaystyle{ M_s }[/math]) scale is one of the magnitude scales used in seismology to describe the size of an earthquake. It is based on measurements in Rayleigh surface waves that travel primarily along the uppermost layers of the Earth. It is currently used in People's Republic of China as a national standard(GB 17740-1999) for categorising earthquakes.

Surface wave magnitude was initially developed in the 1950s by the same researchers who developed the local magnitude scale M_L in order to improve resolution on larger earthquakes:

The successful development of the local-magnitude scale encouraged Gutenberg and Richter to develop magnitude scales based on teleseismic observations of earthquakes. Two scales were developed, one based on surface waves, [math]\displaystyle{ M_s }[/math], and one on body waves, [math]\displaystyle{ M_b }[/math].

Surface waves with a period near 20 s generally produce the largest amplitudes on a standard long-period seismograph, and so the amplitude of these waves is used to determine [math]\displaystyle{ M_s }[/math], using an equation similar to that used for [math]\displaystyle{ M_L }[/math].

– William L. Ellsworth , The San Andreas Fault System, California (USGS Professional Paper 1515), 1990–1991

Recorded magnitudes of earthquakes during that time, commonly attributed to Richter, could be either [math]\displaystyle{ M_s }[/math] or [math]\displaystyle{ M_L }[/math].

Definition

The formula to calculate surface wave magnitude is:

[math]\displaystyle{ M = \lg\left(\frac{A}{T}\right)_{\text{max}} + \sigma(\Delta)\,, }[/math]

where A is the maximum particle displacement in surface waves (vector sum of the two horizontal displacements) in μm, T is the corresponding period in s, Δ is the epicentral distance in °, and

[math]\displaystyle{ \sigma(\Delta) = 1.66\cdot\log_{10}(\Delta) + 3.5\,. }[/math]

According to GB 17740-1999, the two horizontal displacements must be measured at the same time or within 1/8 of a period; if the two displacements have different periods, weighed sum must be used:

[math]\displaystyle{ T = \frac{T_{N}A_{N} + T_{E}A_{E}}{A_{N} + A_{E}}\,, }[/math]

where A_N is the north-south displacement in μm,　A_E is the east-west displacement in μm,　T_N is the period corresponding to A_N in s, and T_E is the period corresponding to A_E in s.

Other studies

Vladimír Tobyáš and Reinhard Mittag proposed to relate surface wave magnitude to local magnitude scale M_L, using

[math]\displaystyle{ M_s = -3.2 + 1.45 M_{L} }[/math]

Other formulas include three revised formulae proposed by CHEN Junjie et al.:

[math]\displaystyle{ M_s = \log_{10}\left(\frac{A_{max}}{T}\right) + 1.54\cdot \log_{10}(\Delta) + 3.53 }[/math]

[math]\displaystyle{ M_s = \log_{10}\left(\frac{A_{max}}{T}\right) + 1.73\cdot \log_{10}(\Delta) + 3.27 }[/math]

and

[math]\displaystyle{ M_s = \log_{10}\left(\frac{A_{max}}{T}\right) - 6.2\cdot \log_{10}(\Delta) + 20.6 }[/math]

See also

• Seismic magnitude scales

External links

• Robert E. Wallace, ed. (1991). The San Andreas Fault System, California (Professional Paper 1515). USGS. http://www.johnmartin.com/earthquakes/eqsafs/. Retrieved 2008-09-14.