utility data management - missouri department of...
TRANSCRIPT
SUE PLUS™
Jim Anspach
Chairman: ASCE Board Committee, Codes & StandardsChairman: ASCE 38Chairman: Construction Standards Council, ASCE CIPrincipal Investigator,/Investigator: SHRP2 R-01, R-15, R-01A, R-01B, R-01C, NCHRP 205, ACRP 509Consultant: UIT/Caterpillar
Subsurface Utility Engineering
THEN (1985)
Designating
(Pipe and cable locators)
Graphics Courtesy of TBEPictures Courtesy of So-Deep
Locating
(Test Holes)
Subsurface Utility Engineering
A Professional Service
QL D – Records Research
QL C – Surveyed Features
QL B – Designating
QL A – Locating
Today
Collection & Depiction
Subsurface Utility Engineering
A Professional Service
QL D – Records Research
QL C – Surveyed Features
QL B – Designating
QL A – Locating
Today
•Gravity Systems– Rims & Inverts, CCTV, Sondes, Designating &
Locating
•Overhead– Poles, Lines, Pole Counts, Inventories
•Manhole Detailing
•Profiles Development
Collection & Depiction
Subsurface Utility Engineering
A Professional Service
QL D – Records Research
QL C – Surveyed Features
QL B – Designating
QL A – Locating
•Utility Coordination– Conflict Analysis
– Conflict Resolution
•Utility Relocation Design
•Corridor Planning
•Authoring Utility Policies
Today
•Gravity Systems– Rims & Inverts, CCTV, Sondes, Designating &
Locating
•Overhead– Poles, Lines, Pole Counts, Inventories
•Manhole Detailing
•Profiles Development
Collection & Depiction
Subsurface Utility Engineering
A Professional Service
QL D – Records Research
QL C – Surveyed Features
QL B – Designating
QL A – Locating
•Utility Coordination– Conflict Analysis
– Conflict Resolution
•Utility Relocation Design
•Corridor Planning
•Authoring Utility Policies
Today
•Gravity Systems– Rims & Inverts, CCTV, Sondes, Designating &
Locating
•Overhead– Poles, Lines, Pole Counts, Inventories
•Manhole Detailing
•Profiles Development
•Modern mapping tools – GPR, “3D” Imaging, other new tools
•Construction Observation & Certified Record Drawings
•GIS Database Population
•Damage prevention
Collection & Depiction
A significant component of SUE is the primary use of geophysics to locate utilities
•Relatively accurate when it works
•Non-Destructive
•Relatively comprehensive project coverage
•Correlates to records / visual features / exposures
• Leads to QLB data
Issues with Geophysics• Need a big toolbox• Need highly trained data
interpreters• Need sufficient project lead-time• Doesn’t always work
This was the
recent focus of a
National
Academies Study,
SHRP2 R-01
Analogy – Medical Imaging• Most studied object in
history
• Consists of widely different materials
• Research into imaging in the billions of dollars for CAT, Ultrasound, MRI, etc.
• Highly controlled imaging environment
• Great records
• No one method works for everything
• Exploratory surgery still common
• Highly trained interpreters of data
Different Geophysical Tools Used For Historical QL B
Issues• Rely on field operator to say where they’ve been•Difficult to sweep in every direction; rely upon standard utility configurations for orientations•Depths unreliable / no elevations possible•Field time intensive ; instrument operator training critical for good results•Separate survey function to reference paint marks
Similar Focus On Geophysics For Geotechnical/Environmental Investigations
• Ground water studies• Pavement studies• Mineral deposits / Coal seams• Contamination plumes
Technology can’t overcome poor procedures
Love Canal faux pas:
Test holes before Geophysics
• First six
exploratory
boreholes at Love
Canal
• Geophysical map of
the dump site
• ALL SIX HOLES
MISSED THE
TARGET!
SUE PLUS™
= taking SUE to a Higher Level
We define SUE PLUS™ as:
The augmentation of the practice of Subsurface Utility Engineering with geotechnical data derived from geotechnical interpretations. Such technical data may include, but not be limited to, interpretation of linear features, unknown utilities, structures, and characteristics of paving, substrate, voids, soil, rock, water, and contaminants.
Data is typically obtained through the use of advanced surface geophysical techniques and may be integrated with records, geomorphology, lab and field testing.
The SUE PLUS Mission is:
• To marry the best of geophysics to the best of SUE• To be very quick in and out of the field to reduce traffic impacts• To develop data on obstructions / targets / features other than
utilities during the same survey time• To tie all geophysical measurements to above ground stationing to
very high levels of confidence to show elevation of noted linear features as well as depth of cover - Topographic
• To deliver the results of the survey in both a 2D CAD, or other visual representation, as well as a digital dataset in 3D suitable for uploading into a GIS or for dataset manipulation
• To reduce the number of Quality Level “A” data points by providing accurate 3-D images of utilities and other linear features with accuracies of better than 0.5 feet Z, and 0.1 feet X,Y
Why we want to reduce # of test holes
• How many times do we really need 0.05 feet vertical accuracy?
• Costs are high
• Traffic tie-ups
• Paving repairs
• Point-source data only / can’t rely on cross-sections anywhere but at test holes
This Is Done Using Multiple Geophysical Means / Methods
GP
R
Software for: Positioning Data Gathering Data Processing Interpretation CAD/GIS
Ground Penetrating Radar
GP
R
Software for: Positioning Data Gathering Data Processing Interpretation CAD/GIS
GPR Detection
• Electromagnetic waves bounce off utilities similar to fish finder
• Images of utilities show hyperbolic signatures
• Utilities look like a series of fish finder signatures all positioned in a straight line
Taking the concept to mapping utilities
Phase II: Dual-Antenna, Multiple Clock
Position Survey in Larger Diameter Pipes
Typical Single Channel GPR Units
Depth Range(approximat
e)
Antenna Choice
Appropriate Application
0-1.5 ft0-0.5 m
1600 MHzStructural Concrete, Roadways, Bridge Decks
0-3 ft0-1 m
900 MHzConcrete, Shallow Soils, Archaeology
0-12 ft0-4 m
400 MHzShallow Geology, Utilities, UST's, Archaeology
0-25 ft0-9 m
200 MHzGeology, Environmental, Utilities, Archaeology
0-90 ft0-30 m
100 MHz Geologic Profiling
Greater than90 ft or 30 m
LF(80, 40, 32,20, 16 MHz)
Geologic Profiling
Value of Multi-Channel Data Collection / Interpretation:
Multi-channel Systems• Data collection speed is at least as fast as
with single channel units (“lawn mower” style)
• Collects 4 to 14 times as much data with the same effort
• 3-D imaging is superior to single channel work due to data density
• Tied to subscription grade GPS for precise X,Y, & Z
• Post Processing of datasets allows for high level QA/QC and Confidence Levels
Pavement and Base Mapping
• GPR on relatively thin pavement over base material
• Quick and easy measurements
Top of Pavement Subbase Thickness
Pavement Thickness
Scale1 ft
100 ft
2D and 3D GPR Representation of Utilities
This is an example of data and interpreted targets from a 3D GPR image on the M-29 Project. Blue is
water, magenta is electric and green is sewer.
This is a 2D cross section that depicts features of interest
highlighted by yellow arrows .
PIPE
2 PIPES
PIPE
GROUND SURFACE WATER TABLE SOIL LAYERS
20x
One-Call Position of Fuel Line GPR Mapped Position of Fuel
Line
Identification of an Incorrectly Located Fuel Line
Note: Data below is displayed in DEPTH SLICE.
0 75 150 FT
GPR – Advantages & Limitations
• Advantages
• Precise location on position of underground objects are achievable.• Imaging of non-metallic as well as metallic objects• 3D data enables mapping in complex utility corridors or sites marginal for
singe channel GPR. • Completeness and speed of covering survey area.• Soils and media that are more electrically resistive or less conductive means
better GPR penetration, i.e. GPR can penetrate through a lot of PCC or AC• Crew safety and marginal traffic disruption with multi-channel units.
• Limitations
• Soils with high clay content, i.e., 50% of US soils.• Any soils that are electrically conductive.• Soils with saline or brackish groundwater are problematic.
Electromagnetics
GP
R
Software for: Positioning Data Gathering Data Processing Interpretation CAD/GIS
MetaVision II™ TDEMI System
TDEM results showing metal pipelines
in a petroleum tank farm.
Used to augment TerraVision II™ results or stand alone in clay soils (where GPR doesn’t function well)
Useful in areas where soils are not optimal for GPR (high clay/moisture content)
Produces depth information via a proprietary inversion algorithm implemented within SPADE™
Essentially a metal detector on “steroids.”
Water TransmissionLineExample
• While in the field 5 locations were verified by CDM/PPIC with excavation, in which there was 100% success
• After the job was completed the water company in Wichita Falls had three other sites of their choosing excavated, again with 100% success
Data Collection – TerraVision II™ and MetaVision II™ in Train
TDEMI SensorMulti-Channel GPR Sensor
GPS & Prism Positioning Sensors
Cemetery Example GPR & EM Data
• The black rectangles represent grave stones surveyed from aerial photography.
• Green and white areas are TDEMI anomalies interpreted to be gravesites.
P-Wave Seismic Systems for Mapping Utilities P-Wave Seismic Cross-Section
Using Synthetic Aperture Processing
PipeSoil layers
0.5
1.5
2.5
3.5
Dep
th (
m)
0 1 2 3 4 5 6Distance (m)
New System will be S-Wave Seismic
With Reflection Imaging Processing
To Make the Data the Same Format as GPR
Bachrach and Reshef, 2010
P-Wave Seismic
Cross-Section
Using CMP
UIT, 2005
4 FT 10 FT 1 FT 4 FT
VIBSENS
VIBRATOR AND SENSOR
RAISE / LOWER
ROLLER LINK CHAINS
AND MOTOR DRIVE
MOVABLE
SUPPORT
FRAME
FRAME POSITION
STEPPER MOTOR
STABILIZING
JACKS
ROLLER LINK CHAINS
SYSTEM CONTROL AND
DATA ACQUISITION
AND ANALYSIS
VEHICLE
VIB
SE
NS GROUND SCAN MOTION
POWER
GENERATOR
VIBRATOR
AMPLIFIER
VIB
(storage)
SENS
(storage)
POWER
GENERATOR
VIB
RA
TO
R
AM
PLIF
IER
GROUND SCAN
CHANNEL TRACKS
RA
ISE
/ L
OW
ER
ME
CH
AN
ISM
FR
AM
E
PO
SIT
ION
DR
IVE
OVERHEAD VIEW
Proof of Concept Seismic “S” Wave ToolSHRP2 $2 Million Dollar Grant
Mapping requires tight tolerance X, Y, and Z coordinates. This requires subscription grade GPS for exact positioning detail
Accurate positioning is paramount to Mapping!
GPS Options•Meter to sub-decimeter accuracy (X & Y)•RTK (local base station)•Dual Frequency (global base stations)
Surveying Options•Millimeter accuracy (X, Y & Z)•Most any system with streaming output•Map surface topography as an additional
product
Interface Capabilities•Arbitrary survey path, i.e. don’t have to survey
straight lines•Report “elevation” instead of “depth from
current surface” of targets
Navcom 2040GSub-decimeter
Trimble S-6Laser Tracking TheodoliteMillimeter
Navigation Tracking & Data Gathering
Field Screen
• Positioning• GPS
• Robotic Total Station
• Laser Scanner
• Navigation Map:• Ortho-photo
• CAD As-Built/Design
• Cart Tracks
• Battery Monitor
• Geophysical Instruments
• EMI
• GPR
Overview of Integrated SUE PLUS™ Imaging System
14-channel GPR• Produces 3D subsurface images
3-channel EMI • Aids in most soils• No connection to utility
Choice of positioning• Depends on needs of the job
In-field system integration• GPS with GPR and EMI
3-D processing, visualization and interpretation
• This piece is critical and difficult
Final digital output • CAD in client’s format• Dataset for Machine Control and
Guidance
• Presented in 2D paper reports
• Presented in 3D datasets such as a DXF, DWG AutoCAD, DGN MicroStation, or ARC Shape File, and various ASCII file formats
• Digital datasets suitable for Machine Control and Guidance
The Deliverable
• Due to the vast amounts of data generated with a SUE PLUS™ survey, the data sets must be post-processed byexperienced analysts using very sophisticated software.
• The deliverable provided the client is available in multiple digital formats for future use.
• SUE is proven to pay for itself; adding SUE PLUS™ provides valuable paving and geotechnical data plus better utility mapping.
• SUE PLUS™ can cut the number of test holes by a lot; it also allows a cross section to be cut anywhere.
• It’s time for utilities to catch up with technology.
RECAP