ATUs Advances in Vibroacoustics Emiliano Rustighi Jen Muggleton - - PowerPoint PPT Presentation
ATUs Advances in Vibroacoustics Emiliano Rustighi Jen Muggleton - - PowerPoint PPT Presentation
ATUs Advances in Vibroacoustics Emiliano Rustighi Jen Muggleton Objectives To use a pipe vibration method to assess the condition of buried pipework To investigate a variety of ground excitation methods to interrogate both the
Objectives
- To use a pipe vibration
method to assess the condition of buried pipework
- To investigate a variety of
ground excitation methods to interrogate both the ground and the buried infrastructure
- To explore a tree
excitation method to determine the location of tree roots in order to identify areas of pipe network at risk of damage
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Pipe Excitation method: Background
- When pipe is excited, wave propagation in the pipe
mirrored at the ground surface and the run of the pipe can be determined from ground vibration contours
35Hz
- 6
- 4
- 2
2 4 6
- 6
- 4
- 2
2 4 6 8
- 10
- 5
5 10
Soil wavespeed Pipe wavespeed
Phase of ground surface response above an MDPE pipe laid under grass
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Pipe excitation: Detection of holes and cracks
Lateral distance from pipe, y(m) Axial distance along pipe, x(m)
- 2
2 2 4 6 8 10 12 14 16 18 20
- 60
- 55
- 50
- 45
- 40
- 35
- 30
- 25
- 20
pipe end 32mm hole
- Reflections from
discontinuities in pipe (bends, holes, cracks) will manifest as more
- r less subtle changes
in ground surface response
- Monitor changes over
time
Magnitude of ground surface response above an MDPE pipe laid under grass
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Pipe excitation: Assessing soil condition
- Changes in the soil will also
affect ground surface response: wave reflections = peaks in magnitude
- Interactions between ground
and buried infrastructure are complex
19Hz Lateral distance from excitation location (m) Axial range (m)
- 2
2 2 4 6 8 10 12
- 30
- 25
- 20
- 15
- 10
- 5
change in soil type
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In-Pipe Excitation
- Recent change in UK legislation
- Local excitation/assessment
- Source Localisation: Techniques well developed
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We have now proven that we can use surface response to assess pipes We can now acoustically excite a pipe from inside
Apodization: comi Type: DAX
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
- Array of sensors
focused on the surface only
- Max in std
Near-surface wavespeed estimation
DA Signal Processing
Phase Coherence Imaging
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
Sign Coherence Imaging
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
Coherence Factor Map
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
Istantaneous Phase Weight
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
Uniform Stacking
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
Apodized Stacking
1 2 3 4 5 6
Horizontal Position (m)
0.5 1 1.5 2
Depth (m)
0.5 1
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We can now automatically detect near-surface wavespeed We have now reduced data analysis time and interpretation time
Crack Detection I
- MASW/MISW π-π spectra: MISW adds
a fictitious periodicity which manifests in the spectral image
- Extract information regarding location
and depth of the cracking.
MISW MASW
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Crack Detection II
- Use of wave decomposition method: direct and reflected
waves amplitudes and phase
- The resonances of the reflection coefficient and the cut-offs
- f the transmission coefficient are associated with the
depth of the crack.
- The phase of the direct and of the reflected wave gives an
indication of the location of the crack with respect to the reference point.
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We can now assess crack presence from MISW/MASW We can now locate and characterise cracks from reflections
Buried Tree Root Lab Experiment
- Simulated root embedded in sand
β Experiments and Numerical models β Flexural & axial waves studied β Work to date shows that roots can potentially be detected at ground surface using this method
Instrumented root model buried in the sandbox
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ground response (axial excitation)
Tree Root Mapping: Field Experiments
- Simulated Root buried at UoS
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Tree Root Mapping: Field Experiments
- Simulated Root buried at UoS
- Distinct signature on ground
surface vibration responses
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