High Frequency Geophone
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High frequency geophones are mainly used for deep seismic observation, advanced prospecting, natural earthquake investigation, measuring and monitoring of micro-vibration of bridges, dams, railways and highways etc.
Specification 1. Three component geophoneType | CDJ-S4 | CDJ-S4.5 | CDJ-S10 | CDJ-S15 | CDJ-S28 | CDJ-S30 | CDJ-S38 | CDJ-S40 | CDJ-S60 | CDJ-S100 | ||
4Hz | 4.5Hz | 10Hz | 15Hz | 28Hz | 30Hz | 38Hz | 40Hz | 60Hz | 100Hz | |||
Natural frequency Fn (Hz) | 4±10% | 4.5±10% | 10±5% | 15±5% | 28±5% | 30±5% | 38±5% | 40±5% | 60±5% | 100±5% | ||
Sensitivity G(v/cm/s) | 0.28±5% | 0.26±5% | 0.30±5% | 0.25±5% | ||||||||
Coil resistance Rc(KΩ) | 380±5% | 500±5% | 650±5% | 1060±5% | 1080±5% | |||||||
Resistance R(KΩ) | 345±5% | 335±5% | 310±5% | 415±5% | 560±5% | 800±5% | 1020±5% | |||||
Damping coefficient Bt: | 0.7±10% | 0.58±10% | 0.62±10% | 0.6±10% | 0.5±5% | |||||||
Harmonic distortion D(%) | ≤0.2 | |||||||||||
Insulation resistance R(MΩ) | ≥20 | |||||||||||
Maximum coil displacement P-P (mm) | 2 | |||||||||||
Suspension weight M (g) | 13 | 13 | 8.5 | 8 | 6.3 | 5.9 | ||||||
Operating temperature (℃) | -40~+70 | |||||||||||
Size | Core | Diameter (mm) | φ27.2 | |||||||||
Height (mm) | 34 | 32 | ||||||||||
Weight (mm) | 85 | 86 | 78 | |||||||||
Sheath | W×L (mm) | 96 | ||||||||||
Height (mm) | 80 | |||||||||||
Weight (kg) | 1.2 |
Type | CDJ-Z4 | CDJ-Z4.5 | CDJ-Z10 | CDJ-Z15 | CDJ-Z28 | CDJ-Z30 | CDJ-Z38 | CDJ-Z40 | CDJ-Z60 | CDJ-Z100 | ||
4Hz | 4.5Hz | 10Hz | 15Hz | 28Hz | 30Hz | 38Hz | 40Hz | 60Hz | 100Hz | |||
Natural frequency Fn (Hz) | 4±10% | 4.5±10% | 10±5% | 15±5% | 28±5% | 30±5% | 38±5% | 40±5% | 60±5% | 100±5% | ||
Sensitivity G(v/cm/s) | 0.28±5% | 0.26±5% | 0.30±5% | 0.25±5% | ||||||||
Coil resistance Rc(KΩ) | 380±5% | 500±5% | 650±5% | 1060±5% | 1080±5% | |||||||
Resistance R(KΩ) | 345±5% | 335±5% | 310±5% | 415±5% | 560±5% | 800±5% | 1020±5% | |||||
Damping coefficient Bt: | 0.7±10% | 0.58±10% | 0.62±10% | 0.6±10% | 0.5±5% | |||||||
Harmonic distortion D(%) | ≤0.2 | |||||||||||
Insulation resistance R(MΩ) | ≥20 | |||||||||||
Maximum coil displacement P-P (mm) | 2 | |||||||||||
Suspension weight M (g) | 13 | 13 | 8.5 | 8 | 6.3 | 5.9 | ||||||
Operating temperature (℃) | -40~+70 | |||||||||||
Size | Core | Diameter (mm) | φ27.2 | |||||||||
Height (mm) | 34 | 32 | ||||||||||
Weight (mm) | 85 | 86 | 78 | |||||||||
Sheath | W×L (mm) | 45x55 | ||||||||||
Height (mm) | 76 | |||||||||||
Weight (kg) | 0.31 | 247 |
Type | CDJ-P4 | CDJ-P4.5 | CDJ-P10 | CDJ-P15 | CDJ-P28 | CDJ-P30 | CDJ-P38 | CDJ-P40 | CDJ-P60 | CDJ-P100 | ||
4Hz | 4.5Hz | 10Hz | 15Hz | 28Hz | 30Hz | 38Hz | 40Hz | 60Hz | 100Hz | |||
Natural frequency Fn (Hz) | 4±10% | 4.5±10% | 10±5% | 15±5% | 28±5% | 30±5% | 38±5% | 40±5% | 60±5% | 100±5% | ||
Sensitivity G(v/cm/s) | 0.28±5% | 0.26±5% | 0.30±5% | 0.25±5% | ||||||||
Coil resistance Rc(KΩ) | 380±5% | 500±5% | 650±5% | 1060±5% | 1080±5% | |||||||
Resistance R(KΩ) | 345±5% | 335±5% | 310±5% | 415±5% | 560±5% | 800±5% | 1020±5% | |||||
Damping coefficient Bt: | 0.7±10% | 0.58±10% | 0.62±10% | 0.6±10% | 0.5±5% | |||||||
Harmonic distortion D(%) | ≤0.2 | |||||||||||
Insulation resistance R(MΩ) | ≥20 | |||||||||||
Maximum coil displacement P-P (mm) | 2 | |||||||||||
Suspension weight M (g) | 13 | 13 | 8.5 | 8 | 6.3 | 5.9 | ||||||
Operating temperature (℃) | -40~+70 | |||||||||||
Size | Core | Diameter (mm) | φ27.2 | |||||||||
Height (mm) | 34 | 32 | ||||||||||
Weight (mm) | 85 | 86 | 78 | |||||||||
Sheath | W×L (mm) | 45x55 | ||||||||||
Height (mm) | 76 | |||||||||||
Weight (kg) | 0.31 | 0.31 |
With great parameter consistency and firm structures, high frequency geophones feature good tightness and light weights. The output of each geophone is separate, with high sensitivity, little distortion, reasonable damping coefficient and high resolution, capable of satisfying multicomponent seismic data collection requirements. High frequency geophones are widely used in public facility safety monitoring, such as bridges and railway tunnels, for risk prospecting.
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