Wachs Water Full Service

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Review of Condition Assessment Technologies in Pipelines Cliff Jones February 23, 2012 LOOK BEFORE YOU DIG!!

Transcript of Wachs Water Full Service

Page 1: Wachs Water Full Service

Review of Condition Assessment Technologies in Pipelines

Cliff JonesFebruary 23, 2012

LOOK BEFORE YOU DIG!!

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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

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2 of 5 valves on average are not usable

60% is National Average Usability

Control Asset Usability

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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

What our experience has taught us

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“As-Designed”… three valves to control a main

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

Control Asset Usability

Find the (right) valve

Access the right valve

Shut/open the right valve

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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

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Investigator™Condition Assessment of In-Service Distribution Mains via Fire Hydrants

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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

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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

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Buffalo Grove, IL 8” and 20” metallic mains Over 20 insertions Waterous hydrants Correction of as-built drawings Pre-construction valve asset

identification (road paving) Pipeline diameter confirmation Visual, in-line valve exercising

Launch tube flange option allows for:- Longer distance inspections- Larger diameter main inspectionsWachs Water Services can conduct hydrant

maintenance in parallel with water main inspections

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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 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

Tuberculation at T-joint

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Texas Client was concerned about low flow conditions in pipe and wondered about

tuberculation

Photo taken of inspection screen – Showing magnesium mineraldeposits

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Operator ControlSimultaneous Video and Acoustic

Clear PeakOver Leak Site

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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

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Example 1 Concern about leak

under culvert

Investigator™ confirmed that there was no leak under culvert…but…

Two leaks discovered on either side of a T-joint at a depth of 18ft leading to the culvert. Investigator™ was able to clearly distinguish individual leak sounds prior to challenging excavation/repair.

18ft

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Example 2 Water main installation issues identified

Visible gasket with a tear at a misaligned pipe joint. Leak identified at higher pressures.

Significant debris in pipe despite flushing and cleaning resulted in water quality issues.

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Example 3

Acoustic and video confirmation of leaks at two pipe joints. Accurate leak locating with Sonde.

Sonde Mark

Leak

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Value of video Visual identification of installation defects at

the Point of Interest

Kink in pipe wall and poor joint connection. No current leak.

Joint gaskets exposed over 3 consecutive pipe sections. No current leak.

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Value of Investigator™ Video Despite “blue wash” created by LED light reflection within

PVC pipe, in-line video clearly identified: Pipe joints Valves (A) T-joints Repairs Gaskets Wall kinks (B) Air pockets Debris - mud and rocks (C) Grease at joint connections Cloudy and clear water conditions

AB

C

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Austin: Does a 36” BF Valve work properly?

Watching the valve operate from inside the pipe

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Additional Access Points

Service Fittings

Air Valves

Ball Valves

Flow Meter Entry Points and any Direct Taping

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In-Line Asset Locating

Closed gate valve Identification and location (GPS) of undocumented valve

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Tuberculation and Flow Restrictions

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

Early stage of tuberculation build-up at pipe joints

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Tuberculation and Flow Restrictions

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

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Joint Inspection

Corrosion at cast iron pipe joint Clean joint verification

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Liner Inspection

Post liner quality inspection and verification.Prioritization of pipelines to rehabilitate.

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Validating Leaks with Investigator

Change of material confirmed not to be aleak as identified by correlation

Tap located and confirmed not to be a leak

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Visual Inspection for Signs of Pipe Failure

Pipe wall cracks and failures

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General Investigations

Contaminant in water main identified(construction debris) after waterquality complaints.

Records indicated that pipe segment waslined, investigation proved otherwise.

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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

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Reports &Outputs

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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

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GIS Integration Clickable GIS pipeline

attributes GPS coordinates of

insertion points Electronic and acoustic

MPEG links Confirmation of

distance inspected from location points

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Large Diameter Lines

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LDS1000™Condition Assessment of Large Diameter Transmission Mains

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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

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Process Overview

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Access to Pipelines 2 inch (ID) tap Existing Sahara chambers Air valves Service fittings Gate valves Pressure taps

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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

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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

Result is increased inspection efficiencies which reduces cost

Turbulent Zone

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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

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No-Flow Process Overview

Low flow conditions or pipe crawlers can also be used to carry the LDS1000™ cable/sensor down the pipeline.

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Key SpecificationsInvestigator

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.

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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

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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!!

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Thank You

Questions?