GPR Velocity
The GPR Velocity for concrete, clay, sand, limestone, loam, ice, and granite is not always well defined. The table of GPR velocities, dielectric constants, and conductivity values is a culmination of resources comparing values reported by government agencies and sources easily accessed by the public. The chart is intended to provide a comparison of how the GPR velocity of a material can range between sources.
It is not unexpected that different sources report different values of GPR velocity for like materials because clay, sand, concrete, and other materials listed in the table are dependent on a material’s conductivity and relative permittivity (dielectric properties (K)). Values of conductivity and relative permittivity are often a function of a material’s density, porosity, moisture content or saturation, pore fluid conductivity, and temperature. In addition, the relative permittivity of a material can vary with the frequency of the transmitted electromagnetic pulse passing through the material. Thus, the GPR velocity of a material can vary with different frequency antennas.
GPR Velocity Table and Analysis of Velocity, Â (Multiple entries reflect different references. Values |
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MATERIAL |
DIELECTRIC |
CONDUCTIVITY |
GPR VELOCITY |
GPR VELOCITY |
ATTENUATION |
Air |
1 |
0 |
0.3 |
0.98 |
|
Air |
0.31 |
1.00 |
|||
Air |
1 |
0 |
0.3 |
0.98 |
|
Air |
1 |
0 |
0.3 |
0.98 |
0 |
Air |
1 |
0 |
0.3 |
0.98 |
0 |
Air |
1 |
0 |
|||
Asphalt |
3 to 5 |
0.173 to |
0.57 to |
||
Asphalt |
0.14 |
0.44 |
|||
Asphalt (dry) |
3 |
.001 to |
|||
Asphalt (wet) |
9 |
.01 to .1 |
|||
Basalt (Wet) |
0.11 |
0.33 |
|||
Bauxite (Dry) |
0.06 |
0.20 |
|||
Clay (Dry) |
0.15 |
0.50 |
|||
Clay (saturated freshwater) |
8 to 12 |
.09 to |
0.28 to |
||
Clay (wet) |
8 to 12 |
100 to |
0.106 to |
0.35 to |
|
Clay (Wet) |
0.06 |
0.19 |
|||
Clay (wet) |
10 |
100 to |
|||
Clayey Soil (dry) |
2.4 |
0.27 |
|||
Clayey Soil (wet) |
15 |
50 |
|||
Clays |
5 to 40 |
2 to 1000 |
0.06 |
0.2 |
1 to 300 |
Clays |
5 to 40 |
2 to 1000 |
0.06 |
0.2 |
1 to 300 |
Coal |
4 to 5 |
0.15 to |
0.49 to |
||
Coal |
0.14 |
0.50 |
|||
Concrete |
5 to 10 |
0.134 to |
0.44 to |
||
Concrete (Dry) |
0.13 |
0.44 |
|||
Concrete (dry) |
7 |
.001 to |
|||
Concrete (Wet) |
0.09 |
0.29 |
|||
Concrete (wet) |
15 |
0.01 to |
|||
Dolomite |
6 to 8 |
0.122 to |
0.40 to |
||
Dry Salt |
0.13 |
0.40 |
|||
Dry Salt |
5 to 6 |
0.01 to 1 |
0.13 |
0.43 |
|
Dry Salt |
5 to 6 |
0.01 to 1 |
0.13 |
0.43 |
.01 to 1 |
Dry, sandy, flat coastal land |
10 |
2 |
0.095 |
0.31 |
|
Dry, sandy, flat coastal land |
10 |
0.09 |
0.31 |
||
Granite |
4 to 6 |
0.01 to 1 |
0.13 |
0.43 |
0.01 to 1 |
Granite |
4 to 6 |
0.01 to 1 |
0.13 |
0.43 |
0.01 to 1 |
Granite (dry) |
5 |
0.00001 |
0.134 |
0.44 |
|
Granite (Dry) |
0.14 |
0.44 |
|||
Granite (Wet) |
0.12 |
0.40 |
|||
Granite (wet) |
7 |
1 |
|||
Ice |
0.15 |
0.50 |
|||
Ice |
3 to 4 |
0.01 |
0.16 |
0.52 |
|
Ice |
3 to 4 |
0.01 |
0.16 |
0.52 |
0.01 |
Ice |
4 |
1 |
|||
Ice Fresh Water |
4 |
0.1 to 10 |
0.15 |
0.49 |
|
Limestone |
4 to 8 |
0.5 to 2 |
0.12 |
0.39 |
0.4 to 1 |
Limestone |
4 to 8 |
0.5 to 2 |
0.12 |
0.39 |
0.4 to 1 |
Limestone (dry) |
7 to 9 |
0.000001 |
0.113 to |
0.37 to |
|
Limestone (Dry) |
0.13 |
0.44 |
|||
Limestone (dry) |
7 |
0.11 |
0.37 |
||
Limestone (Wet) |
0.11 |
0.36 |
|||
Limestone (wet) |
8 |
25 |
|||
Loamy Soil (dry) |
2.5 |
0.11 |
|||
Loamy Soil (wet) |
19 |
21 |
|||
Loamy/Clayey Soils (Dry) |
0.19 |
0.67 |
|||
Mineral/Sandy Soils (Dry) |
0.13 |
0.40 |
|||
Mixed soil components saturated |
5 to 15 |
0.08 to |
0.25 to |
||
Organic Soils |
0.04 |
0.13 |
|||
Peats |
0.04 |
0.13 |
|||
Permafrost |
4 to 8 |
0.01 to |
0.15 to |
0.49 to |
|
Permafrost |
6 |
0.01 to |
|||
Permafrost Frozen Soil |
0.13 |
0.40 |
|||
Potash Ore |
0.13 |
0.44 |
|||
PVC, Epoxy, Polyesters, vinyls, rubber |
3 |
0.173 |
0.57 |
||
Quartz |
4 |
0.15 |
0.49 |
||
Rock (dry) |
5 |
0.00001 |
|||
Sand & Gravel (Dry) |
0.13 |
0.44 |
|||
Sand & Gravel Frozen |
0.14 |
0.44 |
|||
Sand (dry) |
4 to 6 |
0.0001 to |
0.15 to |
0.49 to |
|
Sand (Dry) |
0.15 |
0.50 |
|||
Sand (Dry) |
3 to 5 |
0.01 |
0.15 |
0.49 |
0.01 |
Sand (Dry) |
3 to 5 |
0.01 |
0.15 |
0.49 |
0.01 |
Sand (dry) |
4.5 |
0.0001 to |
|||
Sand (dry) |
4 to 6 |
0.12 to |
0.40 to |
||
Sand (dry) Quartz |
1.8 to 6 |
0.12 to |
0.40 to |
||
Sand (saturated freshwater) |
30 |
0.05 |
0.18 |
||
Sand (wet) |
25 |
0.1 to 1 |
0.055 |
0.18 |
|
Sand (Wet) |
0.08 |
0.27 |
|||
Sand (Wet) |
20 to 30 |
0.1 to |
0.06 |
0.2 |
0.03 to |
Sand (wet) |
25 |
0.1 to 10 |
|||
Sand (wet) Quartz, and kaolinite, illite and smectite clays, |
9 to 67 |
0.04 to |
0.12 to |
||
Sand and mixed soil components, dry |
2 to 6 |
0.12 to |
0.40 to |
||
Sand Saturated |
0.06 |
0.20 |
|||
Sand Saturated |
20 to 30 |
0.1 to |
0.06 |
0.2 |
0.03 to |
Sandstone (Wet) |
0.13 |
0.40 |
|||
Sandstone (wet) |
6 |
40 |
|||
Sandy Soil (dry) |
2.6 |
0.14 |
|||
Sandy Soil (wet) |
25 |
6.9 |
|||
Sandy Soils (Wet) |
0.06 |
0.21 |
|||
Sea Ice |
4 to 12 |
0.15 to |
0.49 to |
||
Sea Water |
70 |
400 |
0.033 |
0.11 |
|
Sea Water |
80 |
3000 |
0.01 |
0.03 |
1000 |
Sea Water |
80 |
3000 |
0.01 |
0.03 |
1000 |
Sea Water |
81 |
4000 |
|||
Sea Water |
81 |
0.03 |
0.11 |
||
Shale |
5 to 15 |
1 to 100 |
0.09 |
0.3 |
1 to 100 |
Shale (wet) |
7 |
100 |
|||
Shales |
5 to 15 |
1 to 100 |
0.09 |
0.3 |
1 to 100 |
Silt (saturated) |
10 |
0.09 |
0.31 |
||
Silt (wet) |
10 |
1 to 10 |
0.095 |
0.31 |
|
Silt (wet) |
10 |
1 to 100 |
|||
Silts |
5 to 30 |
1 to 100 |
0.07 |
0.23 |
1 to 100 |
Silts |
5 to 30 |
1 to 100 |
0.07 |
0.23 |
1 to 100 |
Snow |
0.25 |
0.80 |
|||
Snow |
1.4 |
0.001 to |
|||
Syenite Porphyry |
0.13 |
0.40 |
|||
Tills |
0.09 |
0.31 |
|||
Travertine |
0.11 |
0.36 |
|||
Volcanic Ash |
0.09 |
0.29 |
|||
Water |
0.03 |
0.11 |
|||
Water Distilled |
80 |
0.01 |
0.033 |
0.11 |
0.002 |
Water Distilled |
80 |
0.01 |
0.033 |
0.11 |
0.002 |
Water Fresh |
81 |
0.10 to |
0.033 |
0.11 |
|
Water Fresh |
81 |
0.03 |
0.11 |
||
Water Fresh |
80 |
0.5 |
0.033 |
0.11 |
0.1 |
Water Fresh |
80 |
0.5 |
0.033 |
0.11 |
0.1 |
Water Fresh |
80 |
0.5 |