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6.2 The figure below shows the vertical response of geophones located at the same depths in vertical boreholes spaced 5 m apart. The waves recorded at the geophones resulted from downward (solid lines) and upward (dashed lines) impacts on a mechanical source at the same depth in a third borehole that was colinear with the other two boreholes. Determine the average SV-wave velocity of the soil between the geophones. Receiver R1 Upward hit Downward hit Receiver AMAM мништатно R2 20 40 50 60 0 10 30 Time (msec) Figure P6.2

6.2 The figure below shows the vertical response of geophones located at the same depths in vertical boreholes spaced 5 m apart. The waves recorded at the geophones resulted from downward (solid lines) and upward (dashed lines) impacts on a mechanical source at the same depth in a third borehole that was colinear with the other two boreholes. Determine the average SV-wave velocity of the soil between the geophones. Receiver R1 Upward hit Downward hit Receiver AMAM мништатно R2 20 40 50 60 0 10 30 Time (msec) Figure P6.2

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
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6.2 The figure below shows the vertical response of geophones located at the same depths in vertical boreholes spaced 5 m apart. The waves recorded at the geophones resulted from downward (solid lines) and upward (dashed lines) impacts on a mechanical source at the same depth in a third borehole that was colinear with the other two boreholes. Determine the average SV-wave velocity of the soil between the geophones. Receiver R1 Upward hit Downward hit Receiver Weron R2 40 50 60 10 20 30 Time (msec) Figure P6.2
Transcribed Image Text:6.2 The figure below shows the vertical response of geophones located at the same depths in vertical boreholes spaced 5 m apart. The waves recorded at the geophones resulted from downward (solid lines) and upward (dashed lines) impacts on a mechanical source at the same depth in a third borehole that was colinear with the other two boreholes. Determine the average SV-wave velocity of the soil between the geophones. Receiver R1 Upward hit Downward hit Receiver Weron R2 40 50 60 10 20 30 Time (msec) Figure P6.2
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