pipe bursting project considerations

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PROJECT CONSIDERATIONS PIPE BURSTING

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Page 1: Pipe Bursting Project Considerations

PROJECT CONSIDERATIONS

PIPE BURSTING

Page 2: Pipe Bursting Project Considerations

WHAT MATERIALS CAN BE BURST?

PROJECT CONSIDERATIONS

Fracturable PipesCast iron, clay tile, concrete, reinforced concrete, asbestos cement, etc.

Non-fracturable PipesDuctile iron, steel, galvanized (require use of specialized tooling and static bursting machines.

Page 3: Pipe Bursting Project Considerations

IPBA PROJECT CLASSIFICATION

PROJECT CONSIDERATIONS

Project classifications per IPBA (International Pipe Bursting Association) pipe bursting specification.

Page 4: Pipe Bursting Project Considerations

UPSIZING: A CLOSER LOOK

PROJECT CONSIDERATIONS

Note: Illustration assumesflow line remains the same.

Page 5: Pipe Bursting Project Considerations

UPSIZING: A CLOSER LOOK

PROJECT CONSIDERATIONS

Note: Illustration assumesflow line remains the same.

Page 6: Pipe Bursting Project Considerations

UPSIZING: A CLOSER LOOK

PROJECT CONSIDERATIONS

Note: Illustration assumesflow line remains the same.

Page 7: Pipe Bursting Project Considerations

UPSIZING: A CLOSER LOOK

PROJECT CONSIDERATIONS

Note: Illustration assumesflow line remains the same.

Page 8: Pipe Bursting Project Considerations

UPSIZING – EXPANSION (WHERE IT GOES)

PROJECT CONSIDERATIONS

Approximately 90% of compactionoccurs upwards from the existing line.

Page 9: Pipe Bursting Project Considerations

UPSIZING AND DEPTH

• Has flow monitoring been completed?• Is upsizing necessary if I/I is eliminated?• A minimum of 4’ (1.2m) of cover should

be used when upsizing one size• Greater cover should be used if upsizing

more than one size

PROJECT CONSIDERATIONS

Note: any compaction recedes over time.The deeper the line, the less chance of surface disruption.

Page 10: Pipe Bursting Project Considerations

8” DIPS Burst HeadExpander OD – 11.50”

6” Clay PipeExisting Pipe ID – 5.94”

DEPTH OF COVER

PROJECT CONSIDERATIONS

General rule is one (1) foot of cover for every inch of expansion

Page 11: Pipe Bursting Project Considerations

SOIL CONDITIONS

PROJECT CONSIDERATIONS

Page 12: Pipe Bursting Project Considerations

• Sand?• Clay?• Rock?• Voids from exfiltration?

WHAT SURROUNDS THE EXISTING PIPE?

PROJECT CONSIDERATIONS

Page 13: Pipe Bursting Project Considerations

GOING THE DISTANCE

• Static Energy•Increase Winch Pulling Pressure(20 Tons)

• Impact Energy–Use the largest Hammer for the job

• Soil Memory –Race against time

• Pipe Friction•Lubrication•Tractor Effect•Entry Pit Length

PROJECT CONSIDERATIONS

Page 14: Pipe Bursting Project Considerations

• Entrance and exit pit depths?• Can we dig an entry pit?

–Entry pit length is minimum 2 ½ times depth–With pipes larger than 12” diameter length of entry pit will increase

• Can we manhole exit?–8, 10 & 12” single upsize

• Can we dig an exit (receiving) pit?

DEPTH OF EXISTING LINE

PROJECT CONSIDERATIONS

Page 15: Pipe Bursting Project Considerations

• How Long is the Burst?–Bypass Needed?–Number of Services?–Has One Call been Contacted?–How Close are the are the other Utilities?

LENGTH OF BURST

PROJECT CONSIDERATIONS

Page 16: Pipe Bursting Project Considerations

• What kind of new pipe?• IPS or DIPS? (OD)

–Important for burst head adaptability–Existing clay to DIPS is a single upsize

• What is the SDR Rating–Recommend a minimum of SDR17 for pipe bursting with HDPE

NEW PIPE QUESTIONS

PROJECT CONSIDERATIONS

Page 17: Pipe Bursting Project Considerations

• HDPE is preferred pipe when pipe bursting• Fusible PVC, Terrabrute, Ductile and Clay have been used successfully but

require additional project and site considerations.

NEW PIPE MATERIAL

PROJECT CONSIDERATIONS

Page 18: Pipe Bursting Project Considerations

FLOW COMPARISONS: HDPE

PROJECT CONSIDERATIONS

Page 19: Pipe Bursting Project Considerations

FLOW COMPARISONS: HDPE

PROJECT CONSIDERATIONS

Page 20: Pipe Bursting Project Considerations

Large or long bursts: lubrication can increase production and the bursting distance capability

Use of Lubrication (Lube Manifold)

PROJECT CONSIDERATIONS

Small Dia. (6”-10”) Good

Soil

Medium Dia.

(12-16”)

Large Dia. (16” and larger)

Large Dia.

Poor Soil

Page 21: Pipe Bursting Project Considerations

• Current video is very important• Scenario: We have a video, but it is 2 years old.• Problem: What has happened to the line in the last 2 years.

–Point repair on clay line with ductile repair section and steel bands

Current Video Available

PROJECT CONSIDERATIONS

Page 22: Pipe Bursting Project Considerations

• Is there a dip in the line?• Is there a swell in the line?• Is a point repair needed prior to bursting?

Current Video

PROJECT CONSIDERATIONS

Page 23: Pipe Bursting Project Considerations

• What about pipe scratches on the new HDPE• How do you go around bends• What about damage to other utilities with the expansion that takes place• Our plans are bad for old lines, how do you deal with this• How does the equipment work if there is a line repair• How long can you burst• How big can you burst

Common questions

PROJECT CONSIDERATIONS

Page 24: Pipe Bursting Project Considerations

• We need to chlorinate the pipe after it is installed and wait 2 days to hook people back on service

• How do you connect to existing pipe materials and services• Who around here is doing this, I don’t want to be first• How much does the equipment cost• I am concerned about taking the risk of trying something new and don’t want the

responsibility

Common questions

PROJECT CONSIDERATIONS

Page 25: Pipe Bursting Project Considerations

• Pneumatic systems• Static systems• Impactor systems• Compact systems

System Selection

PROJECT CONSIDERATIONS

Page 26: Pipe Bursting Project Considerations

THANK YOU

E: [email protected]: 800.331.6653 | INT: +1.262.567.8833 | F: 262.567.5068W: www.hammerheadtrenchless.com

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