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Seismic refraction

Geophysical principle

Seismic refraction is a geophysical principle governed by Snell's Lawofrefraction. The seismic refraction method utilizes the refraction of seismic waves by rock or soil layers to characterize the subsurface geologic conditions and geologic structure.

Seismic refraction is exploited in engineering geology, geotechnical engineering and exploration geophysics. Seismic refraction traverses (seismic lines) are performed using an array of seismographsorgeophones and an energy source.

The methods depend on the fact that seismic waves have differing velocities in different types of soil or rock. The waves are refracted when they cross the boundary between different types (or conditions) of soil or rock. The methods enable the general soil types and the approximate depth to strata boundaries, or to bedrock, to be determined.

P-wave refraction[edit]

P-wave refraction evaluates the compression wave generated by the seismic source located at a known distance from the array. The wave is generated by vertically striking a striker plate with a sledgehammer, shooting a seismic shotgun into the ground, or detonating an explosive charge in the ground. Since the compression wave is the fastest of the seismic waves, it is sometimes referred to as the primary wave and is usually more-readily identifiable within the seismic recording as compared to the other seismic waves.

S-wave refraction[edit]

S-wave refraction evaluates the shear wave generated by the seismic source located at a known distance from the array. The wave is generated by horizontally striking an object on the ground surface to induce the shear wave. Since the shear wave is the second fastest wave, it is sometimes referred to as the secondary wave. When compared to the compression wave, the shear wave is approximately one-half (but may vary significantly from this estimate) the velocity depending on the medium.

Two horizontal layers[edit]

i_c0 - critical angle
V₀ - velocity of the first layer
V₁ - velocity of the second layer
h₀ - thickness of the first layer
T0₁ - intercept

${\displaystyle i_{c_{0}}=asin\left({V_{0} \over V_{1}}\right)}$

${\displaystyle T={2h_{0}cos(i_{c_{0}}) \over V_{0}}+{X \over V_{1}}=T0_{1}+{X \over V_{1}}}$

${\displaystyle h_{0}={T0_{1}V_{0} \over 2cos(i_{c})}}$

${\displaystyle h_{0}={X_{cross_{1}} \over 2}{\sqrt {V_{1}-V_{0} \over V_{1}+V_{0}}}}$

Several horizontal layers[edit]

${\displaystyle h_{n}={V_{n} \over cos(i_{n})}\left({T0_{n+1} \over 2}-\sum _{j=0}^{n-1}{h_{j}{\sqrt {{1 \over V_{j}^{2}}-{1 \over V_{j+1}^{2}}}}}\right)}$

Inversion methods[edit]

• The General Reciprocal method
• The Plus minus method
• Refraction inversion modeling (refraction tomography)
• Monte Carlo simulation
• Genetic algorithms

Applications[edit]

Seismic refraction has been successfully applied to tailings characterisation through P- and S-wave travel time tomographic inversions.^[1]

See also[edit]

• Reflection seismology

References[edit]

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Wikimedia Commons has media related to Seismic refraction.

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