New (and old) Inspection Technologies - Michigan Water … Bowns Michigan WEA... · ·...
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Transcript of New (and old) Inspection Technologies - Michigan Water … Bowns Michigan WEA... · ·...
Stu Bowns
HYDROMAX USA
859-512-7878
Michigan WEA Collections Seminar
October 1, 2009
New (and old)
Inspection
Technologies
• History
• Flow Metering
• Zoom Cameras (Manhole Inspections)
• Focused Electrode Leak Location (FELL)
• CCTV Inspection
• Lateral Inspection
• Side Scan CCTV
• Large Diameter Pipe Inspection
(Camera/Laser/Sonar)
• What’s Next
Michigan WEA Collections
Seminar
October 1, 2009
After we started sewer systems, the need for inspection and cleaning quickly arose. The beginning of sewer line inspection was not with CCTV, but rather a primitive test which was only
really capable of finding infiltration or a failure of the so called inspection method.
First holes used to access the collection systems were referred to as lamp holes.
Only large enough to lower a lamp which was used to see if light would appear at the other end.
Later years the candle was dragged from one manhole to another by floating a thin line, such as a fishing line downstream with the flow and then retrieving it at the downstream hole. The thread was used to allow the operator to later pull a sled or a wagon on which the candle was placed. It was felt that, if the candle would still be lit at the far end if there was not a problem
with the line. If infiltration occurred, then it was thought that the candle would be extinguished. This of course also remained true if the candle went past a lateral with flow, or rolled over
during the inspection also. At the end of the day, the operator would have a simple set of data which showed if a line passed or failed. A failure usually meant a re-inspection. If an actual
failure did indeed occur the operator still had no idea where in the line the infiltration occurred.
Lamp-hole Designs
Source: The Designing, Construction, and
Maintenance of Sewerage Systems,
by H. Prescott Folwell, 1901
Source: www.sewerhistory.org
Michigan WEA Collections
Seminar
October 1, 2009
TECHNOLOGY TO CONSIDER
• Primary Device
– Flume
– Weir
– Venturi
• Level (Depth)
– Pressure transducer
– Ultrasonic
• Velocity
– Doppler
– Radar
– Range gated doppler
WHAT, WHY, HOW ACCURATE, HOW LONG,
WHO IS USING INFO
FLOW METERING
Even with the accuracy of today’s equipment and the ability to look at real time data, site visits are necessary to insure accurate data.
Flow Debris
Depth Velocity Depth Flow
(in) (FPS) (in)
3 2 0 Calculated
3.25 2 0 11% Low
3 2.25 0 13% Low
3 2 0.5 8% High
6 2 0 Calculated
6.25 2 0 4% Low
6 2.25 0 11% Low
6 2 0.5 3% High
8-inch Line
Flow Debris
Depth Velocity Depth Flow
(in) (FPS) (in)
4 2 0 Calculated
4.25 2 0 9% Low
4 2.25 0 13% Low
4 2 0.5 5% High
16 2 0 Calculated
16.25 2 0 2% Low
16 2.25 0 13% Low
16 2 0.5 1% High
22 2 0 Calculated
22.25 2 0 1% Low
22 2.25 0 9% Low
22 2 0.5 1% High
24-inch Line
FLOW METERING
• Allows you to see up to 75 feet in
8” lines
• Can see more than 100 feet in
larger lines
• Helps determine if cleaning is
needed in association with
Preventative Maintenance
• Helps prioritize where more
detailed inspection is necessary
ZOOM CAMERAS
• Acceptance testing for new sanitary sewers
• Identify pipe defects including potential sources of infiltration and exfiltration (driven by flow monitoring data)
FELL SYSTEM
Laterals comprise up to 50% of a municipalities collection system
Faulty laterals can be significant sources of I/I
Structural problems can lead to basement flooding and loss of service
Locate cause of backups to determine financial responsibility
Cross bores from other utilities
LATERAL INSPECTIONS
Lateral camera is attached to a
mainline camera
Mainline camera used to position
smaller lateral camera
Lateral camera launched into the
service line
Mainlines can range from 8” to 48”
Probe used in laterals from 3” to 6”
View up to 80 feet in the lateral
12-inch, Re-enforced Concrete
“Un-wrapped” Side
Scan ImageFrontal view
• Frontal view identifies what appears to be a severely deteriorated
joint in need of repair
• The unwrapped side scan image identifies an intact joint with only
superficial surface defects. No repairs needed!
SIDE SCAN INSPECTION
THE PROBLEMS:
• Illumination
• Image clarity
• Bypass pumping
• Personnel safety
• Data
LARGE DIAMETER PIPE
INSPECTION
ABOVE THE WATER SURFACE WITH LASER AND HIGH DEFINITION IMAGING
• Laser identifies loss of pipe wall from corrosion
• Laser calculates ovality
• Laser calculates deflection versus design
• HD Images
BELOW THE WATER SURFACE WITH SONAR
• Sonar determines lost capacity by calculating debris levels and volumes
• Major structural anomalies
LARGE DIAMETER PIPE
INSPECTION
Each brick face can easily be seen and the mortar loss
between each brick can be measured.
42”
32”
Typical
characteristics of
an egg shaped
brick sewer.
Less mortar loss
near the water
level, getting
worse towards the
invert.
LARGE DIAMETER PIPE
INSPECTION
Below the
water line in a
brick sewer
shows the
resolution that
is achievable
with sonar.
Enables inspection with minimum lighting requirements
Measurement of the exact shape of the conduit
Locate and measure the magnitude & location of deformations
Identification of connection location and position
LARGE DIAMETER PIPE
INSPECTION
• HD Image, Laser and Sonar data
continuously collected
• Sewers >30 inches in diameter
• Bypass pumping is not needed
• Capable of performing
continuous inspections for
more than a mile
• Easy to interpret data
LARGE DIAMETER PIPE
INSPECTION
• Laser data collected 12x per second
• Sonar readings taken 1x per second
• HD Images captured 6x per second
LARGE DIAMETER PIPE
INSPECTION
• There are numerous technologies used to
investigate the collection system
• No one tool identifies all the problems
• New and emerging technologies are available to
provide better data
Michigan WEA Collections
Seminar
October 1, 2009
THANK YOU – QUESTIONS?