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US Army Corps of Engineers. Portland District. Columbia River Lock Users Meeting. Portland District Corps of Engineers August 14, 2007. Critical Infrastructure Ranking Model. For the Columbia – Snake River Waterways Transportation System Laura Hicks, Chief Planning Branch
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US Army Corps of Engineers Portland District Columbia River Lock Users Meeting Portland District Corps of Engineers August 14, 2007
Critical Infrastructure Ranking Model For the Columbia – Snake River Waterways Transportation System Laura Hicks, Chief Planning Branch August 14, 2007
Three Major Rehab Studies UnderwayColumbia/Snake System • MCR Jetties • 1,800 feet lost on North Jetty and • 5,000 feet lost on South Jetty John Day Horizontal cracking on monolith bases Lower Monumental Downstream lift gate
Our Navigation System • Uniqueness of the system and national metrics • OMBill Metric of $/tons • Multipurpose projects • Number 1 national export system for grain • System reliability is critical to users • Transportation of juvenile salmon
Budgeting Concerns • MVD ranking system’s main performance measures are commercial tonnage and outage time –metrics not very applicable to Columbia-Snake River System
Logic Diagram ProcessColumbia/Snake System • Four broad ranking categories relate roughly to 4 FY08 funding increments and similar to other river system approach • Decision points evolved from discussions with the Operating Projects as well as internal team discussions • Safety and Reliability were determined to be the most critical when evaluating a budget item • Some adverse results not immediate (i.e., eventual dredging shutdowns to due loss of disposal site because of environmental non-compliance) • Found need to add ‘Essential Information Requirement’ to address items considered critical but ranked lower than critical in original diagram – MCR jetty monitoring, Dam Safety monitoring, hydrographic condition surveys all moved to ‘Urgent & Compelling’ based on results of applying updated logic diagram
Columbia/Snake System Results • FY08 rankings compared to FY09 logic diagram results • Mostly consistent • Rehab reports ranked higher • Some (mostly smaller $) maintenance items ranked lower • Urgent and Compelling • Fairly Consistent with EC guidance for level 1 funding
Urgent and Compelling • Channel River Channel Improvements Project FY08, and FY09 • Lower Monumental Downstream Gate - interim repairs FY08, and FY09 • Lower Monumental Major Rehab FY08, FY09, and FY10
Critical • MCR Major Rehab 08, 09, 10, 11, 12 • Bonneville Dam • Swing Bridge Bearing Replacement 08, 09, 10, 11, 12 • Tainter Valve Repair 08, 09, 10, 11, 12 • Remove Upstream Debris 08, 09, 10, 11, 12 • Navlock Chamber #1 Decommissioning 08, 09, 10, 11, 12 • The Dalles Dam • North Downstream Gates Pintel Bearing Replacement 08 • Upstream Gate Cables 08 • Miter Gate Gear Boxes 09, 10 • Tainter Valve Repairs 09, 10, 11 • Valve Repair 09, 10, 11, 12
Critical • John Day Dam • E&D for Monolith Structural Repair 08, 09, 10, 11, 12 • John DayMajor Rehab 08, 09, 10, 11, 12 • Interim Tainter Valve Repairs 09, 10 • Tainter Valve Repair 10, 11, 12 • McNary Dam • HHS Inspections 08, 09, 10, 11, 12 • Ice Harbor Dam • PSMP 08, 09, 10, 11, 12 • HHS Inspections 08, 09, 10, 11, 12
Critical • Little Goose Dam • PSMP 08, 09, 10, 11, 12 • HHS Inspections 08, 09, 10, 11, 12 • Lower Monumental Dam • PSMP 08, 09, 10, 11, 12 • HHS Inspections 08, 09, 10, 11, 12 • Lower Granite Dam • PSMP 08, 09, 10, 11, 12
US Army Corps of Engineers Portland District The Dalles Navigation LockMiter Gate Pintle Repair Pintle Lance A. Helwig, P.E. Project Manager
What’s the problem? • March 07 lock outage (14 d) • Cracks in both miter gates near pintle, north gate worse • Lower 30’ not mitering • Undesirable load path • Performed temporary weld repairs • May 07 – current • Vibrations & shock loading • Monitoring situation (visual) • Did cracks reopen? Propagated? • Did bolts shear off again (2005)? • Lower Granite (NWW)
What needs to be done now? • Visual inspection of pintle area (diving/submersible won’t work) • Install instruments, strain gages & accelerometers • Lock outage • 25 Oct (12 hr), sweep sills • 29 Oct – 5 Nov (7d) • Objectives • Possible minor repairs • Collect data for interim repair in Mar 08 • Ensure gate safe for continued use • Develop contingency plans (as appropriate)
On-going Challenges • Currently blind (underwater), need instruments • Funding: new problem, not part of 08 budget • Unscheduled outages impacts to river users • Commo Plan, need to work w/ industry & stakeholders (periodic updates) • Upstream lock gate • Vibrating • Investigating problem
US Army Corps of Engineers Portland District The Dalles Navigation LockMiter Gate Pintle Repair
US Army Corps of Engineers Portland District Bay 6/7 Wall Bay 8/9 Wall The Dalles DamSpillwall Extension Update
TDA Spillwall ExtensionUpdate • Mar 07: invited river users to ERDC • Reps from Shaver, Tidewater and Foss • Bay 6/7 wall – no navigation impacts • Jul 07: wall moved to Bay 8/9 reduced gas • Sep/Oct 07: model 8/9 wall • ERDC (H. Parks) run model tug • Expects no impacts to navigation • Corps will send out model results to river users • Determine if river user trip is necessary • Spillwall schedule: • Complete P&S: May 08 • Award contract: Jul 08 • Complete construction: Apr 09
John Day Major Rehabilitation Mark Dasso, Project Manager Doug Clarke, Chief, Progams and Project Management
Movement During Lockage 0.5” 0.7” Movement During Lockage Monolith Cracks
North Wall Monolith Cracking M27 M29 Leaking lift lines
SPRA RecommendationsJohn Day Lock and Dam • Perform a Major Rehab Study asap • 3-5 Years, $6M Study • Design / P&S, 1-3 Years • Implement Repairs, 3-5 Years • Funding from the Dam Safety “Wedge” • Scoping to begin in 4th qtr FY07 • $1M Funding in $FY08
FY 07 & 08 Federal Budget Justifications • Commercial Waterborne traffic (tonnage & system ton-miles)Coos Bay, Columbia – Snake System • Risk & Reliability of System • Avg. O&M $ per Ton • Other Considerations: Refuge & Safety, Subsistence, National security, Commercial Fishing.All the rest • Remaining Items – R&D, waterborne performance data • Remarks, Purpose, Consequences Key Factors in Navigation O&M Budget Ranking