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Manchester Fuel Depot
Pipeline Support
Renovation
Danny Cornutt
Beau Maben
Giovanni Juarez
Barrett Makrecky
© Washington State University Mechanical Engineering 2013.
Please do not reproduce without the expressed written consent of Washington State University- Bremerton
Project Goals – Key points taken into consideration
during design
Overview
Background– Fuel Depot location and current
condition
Impact – Fuel spill affect on local region
Deliverables – Support type, construction process,
timeline and cost report
Conclusion – Summary of project, next steps toward
construction
1
2
3
4
5
WSU Engineering 2
Manchester Fuel Depot
• 37 monuments with nylon
supports
• 2 monuments with fixed
points
• 775’ pipeline
• 1- 10” diameter
• 1- 14” diameter
WSU Engineering 3
Current State
• Nylon pads buckling
and failing
• Difficult visual
inspection
• Possible pinhole leaks
developing
• Corrosion developing
• Costly to maintain
WSU Engineering 4
Impact
• Marine life
• Fisheries
• Whale pods
• Public beaches
• Navy operation
• Native American tribes
• Cost
http://canadiantruths.files.wordpress.com/2008/05/duck2.jpg
http://www.ecoosfera.com/wp-content/imagenes/dead-fish1.jpg
http://imagecache6.allposters.com//LRG//%5C27%
5C2750%5CTQ1TD00Z.jpg
http://lh6.ggpht.com/_1RasRrVkr5Y/R4L-
FieJJwI/AAAAAAAAAEk/ndpNIu2Epuc/seattle_alki_beach_crowd
http://upload.wikimedia.org/wikipedia/
commons/d/d2/Aerial_Bremerton_Shipyard.jpg
http://www.hickerphoto.com/images/500/alaska_f76t4736.j
WSU Engineering 5
Project Goals
• Lifecycle of 30+ years
• Proven solution
• Cost effective solution
• Minimize maintenance
• Minimize project timeline
WSU Engineering 6
• Off the shelf
• Welded T-shoe support
• Graphite slide plates
• Support guides
Support Type
WSU Engineering 7
Static Friction Analysis (Graphite)
Stress Plot Factor of Safety
(blue means > 3)
• Assumed material 1020 Steel
WSU Engineering 8
Pipeline Deflections
• Assumed material 1020 Steel
Pipe Static
Displacement
Plot
WSU Engineering 9
0
500
1000
1500
2000
2500
3000
Bending
Shear
2053
1026
2901
1451
Stress(PSI)
Welding Stress
WSU Engineering 10
Welding Stress
0
20000
40000
60000
80000
100000
120000
Bending
Shear
2901 1451
109939
53084
PSI
Alloy Steel
Yield
Strength
Alloy Steel
Tensile
Strength
WSU Engineering 11
Project Direction Options
Basic Construction
• Keep same
monuments, change
pipeline elevation
• Build new monuments
• Pour concrete cap
• Modify Existing
Monuments
Lifting
• Crane operations
• Jacking systems
• Monuments- Temporary
Supports
WSU Engineering 12
Proposed Design
• Reduce number of monuments
• Use existing monuments
• Cut down to desired height
• Use proven welded T-cradle support type
WSU Engineering 13
Monument Calculations
 Reducing Monuments
 Unknowns and spreadsheets
 Load on the monuments 7694 lbs
 Average stress = F/A = 16 psi
 Maximum compressive stress = 28 psi
 Ultimate strength of concrete = 2900 psi
 Minimum factor of safety = 103
Weight
force
Friction
force
WSU Engineering 14
Soil Capacity Calculations
 Necessary Soil Capacity: 987 psf
 Averages: 2000-6000 psf
WSU Engineering 15
Construction Process
• Use existing
Monuments for
support
• Install Temporary
support
• Work between
supports
• Cut old monuments
supports once
complete
WSU Engineering 16
Installation Detail
• Cut down monuments
• Install t-cradle pipe
supports
• Elevate baseplate to
proper height
• Grout at desired
elevation
WSU Engineering 17
Finished Product
• Minimal material to coat
• Sealed from environment
WSU Engineering 18
Project Calendar
WSU Engineering 19
• Use proven support type
• Reduce unneeded monuments
• Project duration is 37 days
• Projected cost was $300,000 to $500,000
• Actual project estimate is under $179,000
• Simple, proven system for 30+ years of operation
Summary
WSU Engineering 20
Thank You For Your Time!
Questions?
Danny Cornutt Giovanni Juarez
Beau MabenBarrett Makrecky
Background credit: Presentermedia.com

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Washinton State University/Manchester Fuel Depot Senior Project

  • 1. Manchester Fuel Depot Pipeline Support Renovation Danny Cornutt Beau Maben Giovanni Juarez Barrett Makrecky © Washington State University Mechanical Engineering 2013. Please do not reproduce without the expressed written consent of Washington State University- Bremerton
  • 2. Project Goals – Key points taken into consideration during design Overview Background– Fuel Depot location and current condition Impact – Fuel spill affect on local region Deliverables – Support type, construction process, timeline and cost report Conclusion – Summary of project, next steps toward construction 1 2 3 4 5 WSU Engineering 2
  • 3. Manchester Fuel Depot • 37 monuments with nylon supports • 2 monuments with fixed points • 775’ pipeline • 1- 10” diameter • 1- 14” diameter WSU Engineering 3
  • 4. Current State • Nylon pads buckling and failing • Difficult visual inspection • Possible pinhole leaks developing • Corrosion developing • Costly to maintain WSU Engineering 4
  • 5. Impact • Marine life • Fisheries • Whale pods • Public beaches • Navy operation • Native American tribes • Cost http://canadiantruths.files.wordpress.com/2008/05/duck2.jpg http://www.ecoosfera.com/wp-content/imagenes/dead-fish1.jpg http://imagecache6.allposters.com//LRG//%5C27% 5C2750%5CTQ1TD00Z.jpg http://lh6.ggpht.com/_1RasRrVkr5Y/R4L- FieJJwI/AAAAAAAAAEk/ndpNIu2Epuc/seattle_alki_beach_crowd http://upload.wikimedia.org/wikipedia/ commons/d/d2/Aerial_Bremerton_Shipyard.jpg http://www.hickerphoto.com/images/500/alaska_f76t4736.j WSU Engineering 5
  • 6. Project Goals • Lifecycle of 30+ years • Proven solution • Cost effective solution • Minimize maintenance • Minimize project timeline WSU Engineering 6
  • 7. • Off the shelf • Welded T-shoe support • Graphite slide plates • Support guides Support Type WSU Engineering 7
  • 8. Static Friction Analysis (Graphite) Stress Plot Factor of Safety (blue means > 3) • Assumed material 1020 Steel WSU Engineering 8
  • 9. Pipeline Deflections • Assumed material 1020 Steel Pipe Static Displacement Plot WSU Engineering 9
  • 11. Welding Stress 0 20000 40000 60000 80000 100000 120000 Bending Shear 2901 1451 109939 53084 PSI Alloy Steel Yield Strength Alloy Steel Tensile Strength WSU Engineering 11
  • 12. Project Direction Options Basic Construction • Keep same monuments, change pipeline elevation • Build new monuments • Pour concrete cap • Modify Existing Monuments Lifting • Crane operations • Jacking systems • Monuments- Temporary Supports WSU Engineering 12
  • 13. Proposed Design • Reduce number of monuments • Use existing monuments • Cut down to desired height • Use proven welded T-cradle support type WSU Engineering 13
  • 14. Monument Calculations  Reducing Monuments  Unknowns and spreadsheets  Load on the monuments 7694 lbs  Average stress = F/A = 16 psi  Maximum compressive stress = 28 psi  Ultimate strength of concrete = 2900 psi  Minimum factor of safety = 103 Weight force Friction force WSU Engineering 14
  • 15. Soil Capacity Calculations  Necessary Soil Capacity: 987 psf  Averages: 2000-6000 psf WSU Engineering 15
  • 16. Construction Process • Use existing Monuments for support • Install Temporary support • Work between supports • Cut old monuments supports once complete WSU Engineering 16
  • 17. Installation Detail • Cut down monuments • Install t-cradle pipe supports • Elevate baseplate to proper height • Grout at desired elevation WSU Engineering 17
  • 18. Finished Product • Minimal material to coat • Sealed from environment WSU Engineering 18
  • 20. • Use proven support type • Reduce unneeded monuments • Project duration is 37 days • Projected cost was $300,000 to $500,000 • Actual project estimate is under $179,000 • Simple, proven system for 30+ years of operation Summary WSU Engineering 20
  • 21. Thank You For Your Time! Questions? Danny Cornutt Giovanni Juarez Beau MabenBarrett Makrecky Background credit: Presentermedia.com

Editor's Notes

  1. Danny 20min total 11min members (10min me)
  2. Danny
  3. Danny
  4. Danny
  5. Danny
  6. Beau
  7. Beau
  8. Beau
  9. Beau
  10. Gio
  11. Gio
  12. Gio
  13. Gio
  14. Barrett 1.5min
  15. Barrett 1.5 min
  16. Danny “now we have verified loading we can develop a construction process
  17. Danny (Beau can you work your magic on the picture? We talked about breaking down the picture into steps like your progress report. I tried to keep the editing but it won’t let me)
  18. Danny
  19. Danny
  20. Danny