115-6 Study of Soil-Pipe Flow and Internal Erosion by Acoustic Techniques.

See more from this Division: S01 Soil Physics
See more from this Session: Micro- and Macro-Scale Water Dynamics In Unsaturated Soil Mechanics and Porous Media
Monday, October 17, 2011: 2:40 PM
Henry Gonzalez Convention Center, Room 217C
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Zhiqu Lu, 1 Coliseum Drive, University of Mississippi, University, MS and Glenn Wilson, USDA National Sedimentation Laboratory, Oxford, MS
This paper presented a study using both active and passive acoustic techniques to monitor and assess a soil pipe flow and internal erosion event.  In active test, the phase slope method was employed to measure the P-wave velocity of soils under noisy and ever-changing conditions.  The study showed that the variation of the P-wave velocity reflected the ongoing internal erosion processes such as the onset of soil pipe flow, the buildup of hydraulic pressure, the evolution of saturation, the variation of hydraulic pressure due to the change in flow rate, as well as aftermath events such as drainage, relaxation, and compaction.   These observations can be analyzed and understood by using the concept of the effective stress and its relationship with the P-wave velocity.   In passive measurement, ambient noise was recorded by a sensor buried inside the soil and close to the pipe. Three signal processing algorithms were applied for the noise analysis, which revealed the common temporal characteristic of the water flow noises. The passive study suggested that the soil pipe flow can be identified and assessed from the noise levels in terms of TD-RMS and FD-RMS and from the contrasts of the power spectrum image. 
See more from this Division: S01 Soil Physics
See more from this Session: Micro- and Macro-Scale Water Dynamics In Unsaturated Soil Mechanics and Porous Media