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EXTREME ENGINEERING IN WATER RESOURCES EXTREME ENGINEERING IN WATER RESOURCES FROM THE ARCTIC TO SOUTH AMERICA FROM THE ARCTIC TO SOUTH AMERICA Wim M. M. Veldman Veldman Wim M.Sc., FEIC., P.Eng. Vice President April 15, 2010 Canadian Society


  1. EXTREME ENGINEERING IN WATER RESOURCES EXTREME ENGINEERING IN WATER RESOURCES FROM THE ARCTIC TO SOUTH AMERICA FROM THE ARCTIC TO SOUTH AMERICA Wim M. M. Veldman Veldman Wim M.Sc., FEIC., P.Eng. Vice President April 15, 2010 Canadian Society for Civil Engineering

  2. OVERVIEW OVERVIEW 1. IMPORTANCE OF DATA 2. TRADITIONAL KNOWLEDGE 3. WHAT IF 4. CHALLENGE THE CONVENTIONAL 5. LIFE CYCLE APPROACH 6. EXTREME EVENTS 7. CLIMATE CHANGE

  3. IMPORTANCE OF DATA IMPORTANCE OF DATA 1. REALITIES REALITIES 1. Never enough data: •  Trans Alaska Pipeline (1973)  Rose Creek Diversion, Yukon (1979)  GasAtacama, Argentina (1997)  Baffin Island Railway (2008)  Bolivia Pipeline (2010)

  4. IMPORTANCE OF DATA ­ ­ PIPELINES PIPELINES IMPORTANCE OF DATA

  5. IMPORTANCE OF DATA ­ ­ IMPORTANCE OF DATA BRIDGES AND CULVERTS BRIDGES AND CULVERTS

  6. IMPORTANCE OF DATA ­ ­ IMPORTANCE OF DATA WATER SUPPLY WATER SUPPLY

  7. 2. TRADITIONAL KNOWLEDGE 2. TRADITIONAL KNOWLEDGE 1. OAK LAKE / PLUM CREEK, MANITOBA (1966) 2. FLOOD LEVELS, SRI LANKA (1987) 3. GASATACAMA, ARGENTINA (1999) 4. OCP ECUADOR (2000)

  8. TRADITIONAL KNOWLEDGE TRADITIONAL KNOWLEDGE Ecuador – OCP Pipeline – Rio Quijos – Local expert

  9. TRADITIONAL KNOWLEDGE TRADITIONAL KNOWLEDGE Argentina ‐ GasAtacama – Local Professional Experts

  10. 3. WHAT IF 3. WHAT IF Impact on design criteria •  TAPS in different regions (1973)  1992 Sag River Flood Droughts more sustained than historic data – Bow City • Thermal  Impact on storage requirements Design and operations Uncertainly – Nova Scotia •

  11. WHAT IF – – SHUBENACADIE R. INTAKE SHUBENACADIE R. INTAKE WHAT IF

  12. WHAT IF – – SHUBENACADIE RIVER SHUBENACADIE RIVER WHAT IF Client’s Concerns Regulatory Concerns Joint Concerns

  13. 4. CHALLENGE THE CONVENTIONAL 4. CHALLENGE THE CONVENTIONAL 1. TAPS Oil Pipeline(1973) Elevated pile design / heat pipes • Environmental • 2. GASATACAMA PIPELINE (1997) Instream alignment for 80 Km • 3. OCP Oil Pipeline ECUADOR (2000) Mindo Ridge •

  14. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL Trans Alaska Oil Pipeline

  15. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL “Gentlemen, do you know what Gentlemen, do you know what “ ‘Tsina Tsina’ ’ River means? River means?” ” ‘ Ralph Jackson Ralph Jackson 1975 1975 TAPS TAPS

  16. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL Argentina ‐ Atacama ‐ Few Route Options Available

  17. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL Gabions Gabions Argentina ‐ Atacama ‐ Extra Pipeline Protection

  18. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL Ecuador ‐ OCP ‐ Towers/Cable/Handwork

  19. CHALLENGE THE CONVENTIONAL CHALLENGE THE CONVENTIONAL Ecuador ‐ OCP 550 People for 8 km

  20. 5. LIFE CYCLE APPROACH 5. LIFE CYCLE APPROACH 1. INTERRELATIONSHIPS OF Design • Permitting • Construction • Monitoring • 2. WALK – AWAY VERSUS POSSIBLE MAINTENANCE “To design for all eventualities is easy. To develop a practical • yet sound and adequate design is much tougher” (Wim)

  21. LIFE CYCLE LIFE CYCLE DESIGN PERMITTING OPERATIONS CONSTRUCTION

  22. LIFE CYCLE ­ ­ OPERATIONS OPERATIONS LIFE CYCLE TAPS ‐ Alaska OCP ‐ Ecuador

  23. LIFE CYCLE ­ ­ OPERATIONAL MONITORING OPERATIONAL MONITORING LIFE CYCLE

  24. 6. EXTREME EVENTS 6. EXTREME EVENTS 1. TAPS, ALASKA (1997, 2006) 2. OCP ECUADOR (2002) 3. NORANDINO, ARGENTINA (2000)

  25. EXTREME EVENTS ­ ­ GLACIER DAMMED LAKES GLACIER DAMMED LAKES EXTREME EVENTS LAKE LAKE Alaska Alaska

  26. EXTREME EVENTS ­ ­ IMPACT OF LAKE RELEASES IMPACT OF LAKE RELEASES EXTREME EVENTS

  27. EXTREME EVENTS ­ ­ A BREAKUP AT A BREAKUP AT ­ ­ 40 40 ° EXTREME EVENTS ° TAPS ‐ TAZLINA RIVER

  28. EXTREME EXTREME EVENT EVENT Value of personally experiencing an extreme event – TAPS Alaska

  29. EXTREME EVENT ­ ­ BEFORE BEFORE EXTREME EVENT Ecuador ‐ OCP ‐ Rio Montana pre Nov. 3, 2002

  30. EXTREME EVENT EXTREME EVENT Ecuador ‐ OCP El Reventador, Nov. 3, 2002

  31. EXTREME EVENT – – THE IMPACT THE IMPACT EXTREME EVENT Ecuador ‐ OCP ‐ Rio Montana post Nov. 3

  32. EXTREME EVENT – – THE IMPACT THE IMPACT EXTREME EVENT Ecuador ‐OCP ‐ What Highway Bridge?

  33. EXTREME EVENT – – DESIGN / CONSTRUCTION DESIGN / CONSTRUCTION EXTREME EVENT RESPONSE RESPONSE Ecuador ‐ OCP

  34. EXTREME EVENT – – BURIED HOMES BURIED HOMES EXTREME EVENT Ecuador ‐ OCP ‐ Deadly Landslides, June 2001

  35. EXTREME EVENT ­ ­ UNIQUE SOLUTIONS UNIQUE SOLUTIONS EXTREME EVENT Ecuador ‐ OCP ‐ Landslides – Re‐route Assessment

  36. EXTREME EVENT – – THE IMPACT THE IMPACT EXTREME EVENT Argentina ‐ NorAndino ‐ Debris Flows

  37. EXTREME EVENT– – REDESIGN REDESIGN EXTREME EVENT FAILED ORIGINAL CROSSING LOCATION REALIGNMENT Argentina ‐ NorAndino ‐ Realignment/Non‐Rock

  38. 7. CLIMATE CHANGE 7. CLIMATE CHANGE 1. ANALYSIS OF HISTORIC DATA Temperature • Flow • 2. EXTRAPOLATE TO THE FUTURE Impact on project design • ‐ Mackenzie Gas Pipeline (2005) ‐ Bow City Coal / Thermal Project (2004) 3. USED AS A “CRUTCH” IN FAILURES / IMPACTS Saint John River, NB – Ice Jams – Railway Bridges – 1980’s • Peace – Athabasca Delta, AB / NWT – Impact of Bennett Dam • (2004)

  39. THANK YOU – – WIM VELDMAN WIM VELDMAN THANK YOU

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