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Review of Condition Assessment
   Technologies in Pipelines

          Cliff Jones
       February 23, 2012
    LOOK BEFORE YOU DIG!!
Condition Assessment
 All pipes/ pipe materials leak
 All pipes can break

     1 in 10 leaks will result in a break
 Industry figures show you can expect to
  find one leak a mile in DI or CI transmission
  mains (>16”)
 Condition assessment helps you proactively

  manage pipelines
 Control helps you reduce the cost of main

  breaks
Control Asset Usability




   60% is National
  Average Usability
2 of 5 valves on average
     are not usable
What our experience has taught us


   40% of all water valves are unusable
   12% of all hydrants are unusable; including
    inadequate flow
   11% of all valves are paved over
   9% of all distribution valves are found in the
    wrong position: shut & open
   Spatial offsets > 30 feet
Control Asset Usability
“As-Designed”… three valves to control a main




“As-Is”… five ++ valves to control a main




                                            Find the (right) valve
                                            Access the right valve
                                            Shut/open the right valve
So What?
 You can only replace or repair a certain
  percentage of pipe each year.
 You still need to manage the system

     What happens to the other 95%?
 Condition Assessment and Repair of a
  pipeline is typically 10-12% of the
  replacement cost.
 If the technology or the repair is such that

  this number grows to >25% - you should
  replace the line
Investigator™
Condition Assessment of In-Service Distribution Mains via Fire Hydrants
Investigator™ Technology
   Simplified pipeline condition
    assessment technology
   Designed for distribution mains
   Non destructive inspection
   No disruption to service
   Single pass acoustic, CCTV video
    and sonde mapping
   In-line system increases accuracy
Quebec Ski Village – Saint Sauveur
   Investigator™ inspection of low
    pressure issues
   6” and 12” metallic mains
   Identified significant
    tuberculation build-up on 6” line
   Validated that 12” line was in
    good condition
   9 insertions completed with
    average distance of 150 feet
   Provided utility with information
    to target CIP investments on
    problem areas
Buffalo Grove, IL
   8” and 20” metallic mains
   Over 20 insertions
   Waterous hydrants                  Launch tube flange option allows for:
   Correction of as-built drawings
                                       -  Longer distance inspections
   Pre-construction valve asset
                                       -  Larger diameter main inspections
    identification (road paving)       Wachs Water Services can conduct hydrant
   Pipeline diameter confirmation        maintenance in parallel with water main
                                          inspections
   Visual, in-line valve exercising
Montreal Suburb – Dollard des Ormeaux
   Investigator™ inspection of
    main prior to road re-paving
   6”, 8”, 12” metallic lines
    installed in 1960’s
   5 insertions on lined and
    unlined pipe
   One line had substantial
    sediment and we validated         Tuberculation at T-joint
    need for flushing program
   Lined main in good condition
    but tuberculation identified on
    unlined T-joints
   Cable insertions averaged 15 to
    180 feet depending on internal
    pipe conditions
                                      Liner in good condition
Texas Client was concerned about low flow
  conditions in pipe and wondered about
               tuberculation

                              Photo taken of inspection
                              screen –
                              Showing magnesium mineral
                              deposits
Operator Control
   Simultaneous Video and Acoustic




Clear Peak
Over Leak Site
Client Issue
   PVC pipe, up to 12 ft deep
   Correlators and leak
    sounding did not work
   Turned to Investigator™
    Acoustic/CCTV in-line
    technology
   31 insertions through fire
    hydrants (top insertion)
   Each insertion inspected
    up to 600ft of main
   Pressure in pipe ranged
    from 75 to 180 PSI
Example 1
   Concern about leak
    under culvert




                                                Two leaks discovered on either side of
                                                a T-joint at a depth of 18ft leading to
                                         18ft   the culvert. Investigator™ was able to
                                                clearly distinguish individual leak
                                                sounds prior to challenging
Investigator™ confirmed that there was
                                                excavation/repair.
no leak under culvert…but…
Example 2
   Water main installation issues identified




Visible gasket with a tear at a             Significant debris in pipe despite
misaligned pipe joint. Leak identified at   flushing and cleaning resulted in water
higher pressures.                           quality issues.
Example 3
   Acoustic and video confirmation of leaks at two
    pipe joints. Accurate leak locating with Sonde.


                                           Sonde Mark




                                            Leak
Value of video
     Visual identification of installation defects at
      the Point of Interest




Kink in pipe wall and poor joint connection.   Joint gaskets exposed over 3 consecutive
No current leak.                               pipe sections. No current leak.
Value of Investigator™ Video
   Despite “blue wash” created by LED light reflection within
    PVC pipe, in-line video clearly identified:
      Pipe joints
      Valves (A)
                                                B
      T-joints          A
      Repairs
      Gaskets
      Wall kinks (B)
      Air pockets
      Debris - mud and rocks (C)
      Grease at joint connections
      Cloudy and clear water conditions                       C
Austin: Does a 36” BF Valve work
           properly?




                  Watching the valve operate
                  from inside the pipe
Additional Access Points



Service Fittings    Ball Valves




                    Flow Meter Entry Points and
                    any Direct Taping
Air Valves
In-Line Asset Locating




Closed gate valve              Identification and location (GPS) of
                               undocumented valve
Tuberculation and Flow
                      Restrictions




Early stage of tuberculation build-   Early stage of tuberculation build-
up at pipe joints and lips            up at pipe joints
Tuberculation and Flow
     Restrictions




Severe flow restrictions due to late stages of tuberculation build up.
                       Leads to pressure loss.
Joint Inspection




Corrosion at cast iron pipe joint   Clean joint verification
Liner Inspection




Post liner quality inspection and verification.
  Prioritization of pipelines to rehabilitate.
Validating Leaks with
                     Investigator




Tap located and confirmed not to be a leak   Change of material confirmed not to be a
                                             leak as identified by correlation
Visual Inspection for Signs of
         Pipe Failure




         Pipe wall cracks and failures
General Investigations




Contaminant in water main identified   Records indicated that pipe segment was
(construction debris) after water      lined, investigation proved otherwise.
quality complaints.
System Mapping
          Critical for accurate uni-
           directional flushing plans
           and hydraulic modeling
          Confirmation of as-built
           drawings
          Pre-construction planning
          Emergency shut-down
           planning
          Asset mapping of PVC
           pipe can only be done
           from inside of pipe
Reports &
Outputs
Condition Assessment
    Information
             Full data report on
              inspection process,
              location and findings
             Still photos, Video and
              audio provided on CD/
              DVD
             Coming soon - Tuberculation
              accumulation grading
GIS Integration
             Clickable GIS pipeline
              attributes
             GPS coordinates of
              insertion points
             Electronic and acoustic
              MPEG links
             Confirmation of
              distance inspected from
              location points
Large Diameter Lines
LDS1000™
Condition Assessment of Large Diameter Transmission Mains
LDS1000™ Technology
   Designed for transmission mains
   No disruption to service
   Single pass acoustic, CCTV video and
    sonde mapping/tracking
   In-line system increases accuracy
   Builds on in-line leak detection system
    developed by WRC over 15 years
   Global projects completed in US,
    Canada, England, Philippines and
    Australia
Process Overview
Access to Pipelines
   2 inch (ID) tap
   Existing Sahara chambers
   Air valves
   Service fittings
   Gate valves
   Pressure taps
Pipeline Inspection
   Operator is in control at all
    times
   Operator has “eyes and ears”
    in the pipe
   Operator has ability to stop to
    look at features
   Inspection typically occurs
    during implementation & pull
    back
   Increases inspection accuracy
    and minimize false/positives
Advanced Sensor Head
   Sensor head allows for simultaneous
    acoustic, CCTV and mapping/tracking
   Greater locating accuracy as system
    does not rely on stationed pinging
   Patented Agitator™ deployment
    system uses flow of water to push
    sensor in less turbulent zone around
    pipe wall
                                           Turbulent
   Result is increased inspection           Zone
    efficiencies which reduces cost
Superior CCTV Image Quality
   High quality CCTV image quality
   Stable image due to patented
    Agitator™ deployment system
   No need for post processing –
    see immediate results
   Lighting optimized for large
    diameter mains
   CCTV signal quality does not
    degrade due to cable limitations
No-Flow Process Overview




Low flow conditions or pipe crawlers can also be used to carry the LDS1000™
                       cable/sensor down the pipeline.
Key Specifications
                                            Investigator
   Pipe Material                            Any
   Typical Pipe Diameter*                   16” +
   Tap Requirement                          2” (ID)
   Minimum Flow                             0.75 ft/sec*
   Maximum Flow                             10 ft/sec
   Maximum Pressure                         240 PSI
   Inspection Distance                      3,200 ft
   Degrees of bends                         >180


   * LDS1000™ can operate in a wide variety of flow conditions. Operation can be
achieved in even lower flow conditions but distance and bends capabilities will change.
Distribution System Confidence
    to Make the Right Investments
   Eliminates needs for excavations
   Eliminates replacement/lining of pipes that are
    still in good condition
   Allows for comparison of pipeline degradation
    over time
   Provides understanding of actual pipe
    condition
   Maximize aging infrastructure investments
Summary
 Inspection of all water distribution lines 2”
  to 102”+
 Identify issues internally

 Low cost first pass evaluation

 Lines remain in service

 Look Before You Dig!!
Thank You

Questions?

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Wachs Water Full Service

  • 1. Review of Condition Assessment Technologies in Pipelines Cliff Jones February 23, 2012 LOOK BEFORE YOU DIG!!
  • 2. Condition Assessment  All pipes/ pipe materials leak  All pipes can break  1 in 10 leaks will result in a break  Industry figures show you can expect to find one leak a mile in DI or CI transmission mains (>16”)  Condition assessment helps you proactively manage pipelines  Control helps you reduce the cost of main breaks
  • 3. Control Asset Usability 60% is National Average Usability 2 of 5 valves on average are not usable
  • 4. What our experience has taught us  40% of all water valves are unusable  12% of all hydrants are unusable; including inadequate flow  11% of all valves are paved over  9% of all distribution valves are found in the wrong position: shut & open  Spatial offsets > 30 feet
  • 5. Control Asset Usability “As-Designed”… three valves to control a main “As-Is”… five ++ valves to control a main Find the (right) valve Access the right valve Shut/open the right valve
  • 6. So What?  You can only replace or repair a certain percentage of pipe each year.  You still need to manage the system  What happens to the other 95%?  Condition Assessment and Repair of a pipeline is typically 10-12% of the replacement cost.  If the technology or the repair is such that this number grows to >25% - you should replace the line
  • 7. Investigator™ Condition Assessment of In-Service Distribution Mains via Fire Hydrants
  • 8. Investigator™ Technology  Simplified pipeline condition assessment technology  Designed for distribution mains  Non destructive inspection  No disruption to service  Single pass acoustic, CCTV video and sonde mapping  In-line system increases accuracy
  • 9. Quebec Ski Village – Saint Sauveur  Investigator™ inspection of low pressure issues  6” and 12” metallic mains  Identified significant tuberculation build-up on 6” line  Validated that 12” line was in good condition  9 insertions completed with average distance of 150 feet  Provided utility with information to target CIP investments on problem areas
  • 10. Buffalo Grove, IL  8” and 20” metallic mains  Over 20 insertions  Waterous hydrants Launch tube flange option allows for:  Correction of as-built drawings - Longer distance inspections  Pre-construction valve asset - Larger diameter main inspections identification (road paving) Wachs Water Services can conduct hydrant  Pipeline diameter confirmation maintenance in parallel with water main inspections  Visual, in-line valve exercising
  • 11. Montreal Suburb – Dollard des Ormeaux  Investigator™ inspection of main prior to road re-paving  6”, 8”, 12” metallic lines installed in 1960’s  5 insertions on lined and unlined pipe  One line had substantial sediment and we validated Tuberculation at T-joint need for flushing program  Lined main in good condition but tuberculation identified on unlined T-joints  Cable insertions averaged 15 to 180 feet depending on internal pipe conditions Liner in good condition
  • 12. Texas Client was concerned about low flow conditions in pipe and wondered about tuberculation Photo taken of inspection screen – Showing magnesium mineral deposits
  • 13. Operator Control Simultaneous Video and Acoustic Clear Peak Over Leak Site
  • 14. Client Issue  PVC pipe, up to 12 ft deep  Correlators and leak sounding did not work  Turned to Investigator™ Acoustic/CCTV in-line technology  31 insertions through fire hydrants (top insertion)  Each insertion inspected up to 600ft of main  Pressure in pipe ranged from 75 to 180 PSI
  • 15. Example 1  Concern about leak under culvert Two leaks discovered on either side of a T-joint at a depth of 18ft leading to 18ft the culvert. Investigator™ was able to clearly distinguish individual leak sounds prior to challenging Investigator™ confirmed that there was excavation/repair. no leak under culvert…but…
  • 16. Example 2  Water main installation issues identified Visible gasket with a tear at a Significant debris in pipe despite misaligned pipe joint. Leak identified at flushing and cleaning resulted in water higher pressures. quality issues.
  • 17. Example 3  Acoustic and video confirmation of leaks at two pipe joints. Accurate leak locating with Sonde. Sonde Mark Leak
  • 18. Value of video  Visual identification of installation defects at the Point of Interest Kink in pipe wall and poor joint connection. Joint gaskets exposed over 3 consecutive No current leak. pipe sections. No current leak.
  • 19. Value of Investigator™ Video  Despite “blue wash” created by LED light reflection within PVC pipe, in-line video clearly identified:  Pipe joints  Valves (A) B  T-joints A  Repairs  Gaskets  Wall kinks (B)  Air pockets  Debris - mud and rocks (C)  Grease at joint connections  Cloudy and clear water conditions C
  • 20. Austin: Does a 36” BF Valve work properly? Watching the valve operate from inside the pipe
  • 21. Additional Access Points Service Fittings Ball Valves Flow Meter Entry Points and any Direct Taping Air Valves
  • 22. In-Line Asset Locating Closed gate valve Identification and location (GPS) of undocumented valve
  • 23. Tuberculation and Flow Restrictions Early stage of tuberculation build- Early stage of tuberculation build- up at pipe joints and lips up at pipe joints
  • 24. Tuberculation and Flow Restrictions Severe flow restrictions due to late stages of tuberculation build up. Leads to pressure loss.
  • 25. Joint Inspection Corrosion at cast iron pipe joint Clean joint verification
  • 26. Liner Inspection Post liner quality inspection and verification. Prioritization of pipelines to rehabilitate.
  • 27. Validating Leaks with Investigator Tap located and confirmed not to be a leak Change of material confirmed not to be a leak as identified by correlation
  • 28. Visual Inspection for Signs of Pipe Failure Pipe wall cracks and failures
  • 29. General Investigations Contaminant in water main identified Records indicated that pipe segment was (construction debris) after water lined, investigation proved otherwise. quality complaints.
  • 30. System Mapping  Critical for accurate uni- directional flushing plans and hydraulic modeling  Confirmation of as-built drawings  Pre-construction planning  Emergency shut-down planning  Asset mapping of PVC pipe can only be done from inside of pipe
  • 32. Condition Assessment Information  Full data report on inspection process, location and findings  Still photos, Video and audio provided on CD/ DVD  Coming soon - Tuberculation accumulation grading
  • 33. GIS Integration  Clickable GIS pipeline attributes  GPS coordinates of insertion points  Electronic and acoustic MPEG links  Confirmation of distance inspected from location points
  • 35. LDS1000™ Condition Assessment of Large Diameter Transmission Mains
  • 36. LDS1000™ Technology  Designed for transmission mains  No disruption to service  Single pass acoustic, CCTV video and sonde mapping/tracking  In-line system increases accuracy  Builds on in-line leak detection system developed by WRC over 15 years  Global projects completed in US, Canada, England, Philippines and Australia
  • 38. Access to Pipelines  2 inch (ID) tap  Existing Sahara chambers  Air valves  Service fittings  Gate valves  Pressure taps
  • 39. Pipeline Inspection  Operator is in control at all times  Operator has “eyes and ears” in the pipe  Operator has ability to stop to look at features  Inspection typically occurs during implementation & pull back  Increases inspection accuracy and minimize false/positives
  • 40. Advanced Sensor Head  Sensor head allows for simultaneous acoustic, CCTV and mapping/tracking  Greater locating accuracy as system does not rely on stationed pinging  Patented Agitator™ deployment system uses flow of water to push sensor in less turbulent zone around pipe wall Turbulent  Result is increased inspection Zone efficiencies which reduces cost
  • 41. Superior CCTV Image Quality  High quality CCTV image quality  Stable image due to patented Agitator™ deployment system  No need for post processing – see immediate results  Lighting optimized for large diameter mains  CCTV signal quality does not degrade due to cable limitations
  • 42. No-Flow Process Overview Low flow conditions or pipe crawlers can also be used to carry the LDS1000™ cable/sensor down the pipeline.
  • 43. Key Specifications Investigator Pipe Material Any Typical Pipe Diameter* 16” + Tap Requirement 2” (ID) Minimum Flow 0.75 ft/sec* Maximum Flow 10 ft/sec Maximum Pressure 240 PSI Inspection Distance 3,200 ft Degrees of bends >180 * LDS1000™ can operate in a wide variety of flow conditions. Operation can be achieved in even lower flow conditions but distance and bends capabilities will change.
  • 44. Distribution System Confidence to Make the Right Investments  Eliminates needs for excavations  Eliminates replacement/lining of pipes that are still in good condition  Allows for comparison of pipeline degradation over time  Provides understanding of actual pipe condition  Maximize aging infrastructure investments
  • 45. Summary  Inspection of all water distribution lines 2” to 102”+  Identify issues internally  Low cost first pass evaluation  Lines remain in service  Look Before You Dig!!

Editor's Notes

  1. Template.ppt 04/06/12 Kurt…. 1 minute WACHS & Tampa - Pilot Program Results (08-22-07)
  2. Template.ppt 04/06/12 Kurt…. 1 minute WACHS & Tampa - Pilot Program Results (08-22-07)