VOIDS IN THE VICINITY OF PIPELINES Prof Chan Lung-sang Department - - PowerPoint PPT Presentation

voids in the vicinity of pipelines
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VOIDS IN THE VICINITY OF PIPELINES Prof Chan Lung-sang Department - - PowerPoint PPT Presentation

DETECTION OF UNDERGROUND VOIDS IN THE VICINITY OF PIPELINES Prof Chan Lung-sang Department of Earth Sciences The University of Hong Kong Engineering Geophysical Methods Mechanical - seismic methods, surface wave dispersion, downhole seismic,


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DETECTION OF UNDERGROUND VOIDS IN THE VICINITY OF PIPELINES

Prof Chan Lung-sang

Department of Earth Sciences The University of Hong Kong

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Engineering Geophysical Methods

Mechanical - seismic methods, surface wave dispersion, downhole seismic, acoustic televiewer, microgravity, gamma density and neutron porosity, hydro-fracturing, ultrasonic systems, impact echo Electrical - resistivity, self potential, induced polarization, electrical cylinder Electromagnetic - ground penetrating radar, crosshole radar, locators, electromagnetic, conductivity meter, permittivity Magnetic – magnetometer, locator Radiometric – natural gamma spectroscopy Thermal – thermography, infrared thermography

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Void detection using geophysical methods (HK experience)

  • Microgravity: specifically for subsurface

caverns

  • GEO Geophysical Site Characterisation

Study Phases 1 & 2 (1995-97): GPR, seismic, EM and Resistivity imaging

  • Site trial experiment in Tai Po 1995: GPR
  • Various attempts; DSD 2013 trials in

Kowloon Bay and Sha Tau Kok Road

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Factors to be considered in selection of methods:

  • 1. Ability to identify contrasting physical properties

between the void and surrounding ground;

  • 2. Non-invasive;
  • 3. Ability to produce a continuous section;
  • 4. Fast and inexpensive;
  • 5. The method should give some indications on the depth,

size and extent of the voids;

  • 6. No significant disruption to traffic;
  • 7. Not affected by electromagnetic interferences and radio

noises in city.

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Methods

GEO (1997)

Reynolds

(1997) Technos (2004) DSD (2009)

WSD (2010) High-speed adaptability Seismic refraction C B B Yes, land streamer Seismic reflection, P- wave C B B B Yes, land streamer Seismic reflection, S- wave C Yes, land streamer Surface wave spectral analysis B A C A Yes, land streamer Surface wave reflectometry B Maybe Microgravity B A B No Frequency domain EM B B C B Yes Time domain EM C A C C Yes Ground penetrating radar A A A B A Yes, air horne Electrical resistivity A A B C A Yes, OhmMapper Self potential B B No Magnetic methods B C Yes Infrared thermography C C C B No Gamma density C C No Sonar method B Yes

Effectiveness Ratings of Various Surface Geophysical Techniques in Void Detection

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Electrical and electromagnetic methods

applications: soil resistivity: subsurface detection of changes in conductivity

  • Ground profile
  • Voids and moisture zone
  • Water table
  • Clay layers
  • Contaminated ground
  • Metallic objects

ELECTRICAL SURVEY

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Drainage Service Department, HKSAR, 2013

Field survey to detect existence of voids and utilities – electromagnetic and electrical resistivity measurements

Consultant: Black & Veatch Water Geophysics Contractors: EGS (Asia) Limited, HKU

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Credit: Northwest Mining Association and Klein

Frequency-domain EM method: Depth and size of the conductor affect the amplitude of the secondary field. Conductivity of the conductor affects the ratio of in-phase to out-of-phase amplitudes (AR/AI), a good conductor having a higher ratio

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Electrical imaging method: A set amount of current in injected into the ground through a pair of current electrodes Potential differences between a pair of potential electrodes are measured with a resistivity meter Electrodes are moved to achieve various depth of penetration Resistivity section

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1st Site Trial at Kowloon Bay

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EM results from Area A, Kowloon Bay Site General findings: High negative in- phase variations and polarity reversal resistivity values Trend axis aligned with buried pipes

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Resistivity Section, Line B Resistivity Section, Line A

General findings: No particular resistivity anomalies attributable to buried pipes and voids Resistivity results from Kowloon Bay Site

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HKU Resistivity survey in Area B

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HKU Resistivity survey in Area B, Kowloon Bay Site

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General findings: Prominent negative resistivity zone likely associated with buried pipes Method works better when survey line is perpendicular to buried utilities Resistivity results from Area B, Kowloon Bay Site (HKU)

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2nd Site Trial at Sha Tau Kok Road

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EM results from Sha Tau Kok Road Site

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EM results from Sha Tau Kok Road Site General findings: High negative in- phase variations and polarity reversal resistivity values aligned with survey line Probably due to buried pipes and cables

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General findings: Multiple resistivity anomalies identified No particular evidence they were voids-induced Resistivity results from Sha Tau Kok Road Site

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Summary of Findings

The geophysical trials were successful but did not detect convincingly underground voids in the vicinity of underground pipes due to site constraints; The geophysical methods may plausibly produce useful results only at very favourable site conditions; The methods should be regarded as indicative measures and not for definitive determination.

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Chen and Scullion, Geophysical Testing Journal, 2010 GSSI air horne system GEOVision system

Alternative geophysical methods

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Void detection using Land Streamer

(Overseas Cases)

Van der Veen et al., Geophysics, 2001

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Ohmmapper Surveys Prof YH Wang, Univ of Science & technology, HK

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Way Forward

  • Recent development of the Ohmmapper and Land Streamer,

respectively for electrical resistivity and seismic reflection survey, may enable field surveys to be conducted in a mobile and fast

  • manner. Their efficacy for detecting underground voids in Hong Kong

is uncertain.

  • A rational way to proceed with the survey is to design a control, trial

site for testing the feasibility of the methods.

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Thank You! chanls@hku.hk

Department of Earth Sciences, University of Hong Kong