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Seismic Refraction Two-Layer Traveltime Calculator

Seismic refraction geophysics uses acoustic waves generated by a hammer or explosive source that refract along acoustic impedance interfaces in the subsurface.

P-wave velocity in the topsoil/overburden layer.

P-wave velocity in the lower consolidated bedrock (must be > V1).

Geophone offset where the refracted wave overtakes the direct wave.

Calculated Result
23.09 m

Depth to Bedrock (z₁)

Critical Refraction Angle

30.0°

Critical Offset Distance (x_crit)

26.67 m

Intercept Time (t_i)

26.7 ms

Calculation Breakdown

  1. θ_c = arcsin(V₁ / V₂)30.0°
  2. z₁ = 0.5 · x_cross · √[(V₂ - V₁) / (V₂ + V₁)]23.09 m
  3. x_crit = 2 · z₁ · tan(θ_c)26.67 m

What Is the Seismic Refraction Two-Layer Traveltime Calculator?

Seismic refraction surveying is an active geophysical exploration technique used in geotechnical engineering and hydrogeology.

It maps soil thickness and bedrock depth by measuring the arrival times of head waves refracted along layer boundaries.

How Does the Seismic Refraction Two-Layer Traveltime Calculator Work?

Computes the Snell critical refraction angle between layer 1 and layer 2.

Inverts the crossover distance where refracted wave first-arrivals overtake direct waves.

Determines bedrock interface depth z1 and time intercept ti.

Seismic Refraction Two-Layer Traveltime Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

z_1 = \frac{X_{cross}}{2} \sqrt{\frac{V_2 - V_1}{V_2 + V_1}}, \quad \theta_c = \arcsin(V_1 / V_2), \quad t_i = \frac{2 z_1 \cos(\theta_c)}{V_1}

Snell refraction critical angle geometry mapping crossover offset to bedrock interface depth.

How to Use the Seismic Refraction Two-Layer Traveltime Calculator

  1. Enter P-wave velocity of the surface soil (V1) in m/s.
  2. Enter bedrock P-wave velocity (V2) in m/s (must exceed V1).
  3. Input the observed crossover offset distance in meters from the geophone spread.

Step-by-Step Example Calculation

Geotechnical Soil-over-Bedrock Survey

Input Values:

directWaveVelocityV1MS:1500
refractedWaveVelocityV2MS:3000
crossoverDistanceM:80
Worked Steps: Alluvial gravel overburden overlying consolidated limestone bedrock.

Understanding Your Result

Refractor depth gives the thickness of the soil layer above solid rock.

Critical distance defines the closest geophone offset where refracted energy can physically return to the surface.

Factors That Affect the Result

  • Velocity contrast: Greater contrast (V2 >> V1) brings crossover distance closer to the shotpoint.
  • Water table: Saturated sediments can elevate V1 to ~1500 m/s regardless of soil density.

When Should You Use This Calculator?

  • Foundation engineering to determine excavation depth for building footings.
  • Quarry and mining overburden volume estimation.

Assumptions & Limitations

  • Assumes planar, horizontal, non-dipping layers.
  • Requires V2 > V1; cannot detect hidden velocity inversions (low-velocity layers).

Frequently Asked Questions

Calculation Accuracy & Reference Note

Calculations are exact for planar homogeneous isotropic media.

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