USACE 2011 Floodwater Plan

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2011 FLOODWATER E P EVACUATION PLAN O M M OPERATION MIGHTY MO MISSOURI RIVER BASIN FLOOD OF 2011 FLOOD OF 2011 BG JOHN R. MCMAHON 29 JUL 2011 US Army Corps of Engineers BUILDING STRONG ®

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USACE 2011 Floodwater Evacuation Plan

Transcript of USACE 2011 Floodwater Plan

Page 1: USACE 2011 Floodwater Plan

2011 FLOODWATERE PEVACUATION PLAN

O M MOPERATION MIGHTY MO

MISSOURI RIVER BASIN

FLOOD OF 2011FLOOD OF 2011

BG JOHN R. MCMAHON

29 JUL 2011

US Army Corps of EngineersBUILDING STRONG®

Page 2: USACE 2011 Floodwater Plan

End State(How best to address risks)(How best to address risks)

Desired end state: Restore the System infrastructure and levees to pre-2011 event condition and ensure adequate p qstorage for the 2012 runoff season—be READY for 2012

Determine the best strategy to evacuate remaining 2011 r noff e al ate se eral optionsrunoff—evaluate several options

Assess risks related to achieving end state via multiple evacuation strategies weighing each risk accordinglyg g g g y

Evacuate the water out of the system as fast as possible in a responsible way to enable:

R t f iti t h f d b i t b i► Return of citizens to homes, farms and businesses to begin recovery► Inspection, assessment and repair of infrastructure and levees ► Engender public confidence with Governor and Congressional support

Reduce known risks where we can and anticipate other risks, both known and unknown 2

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Drawdown Strategy

180.0

Gavins Point ReleasesExtended high releases to evacuate exclusive flood

t l

140.0

160.0

St d

Operational pause to assess

Normal releases achieved by early Oct to maximize

control

100.0

120.0Steady drawdown pace that reduces risk to infrastructure

assess infrastructure and levees

Oct. to maximize construction season for rebuilding levee system

60.0

80.0and levees

20.0

40.0

7/20/2011 8/3/2011 8/17/2011 8/31/2011 9/14/2011 9/28/2011 10/12/20117/20/2011 8/3/2011 8/17/2011 8/31/2011 9/14/2011 9/28/2011 10/12/2011

3All dates provided above are best approximations, based on current forecast conditions and the best available information at the time. Adjustments to the release schedule may be necessary if conditions change.

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Drawdown StrategyFort Peck Garrison Oahe/Big Bend and Fort Randall Releases

160.0

180.0

Fort Peck, Garrison, Oahe/Big Bend, and Fort Randall Releases

Fort RandallRelease rate of 85,000 cfs from Garrison and Oahe bring the flow back

120.0

140.0

Oahe & Big Bend

gwithin the river channel at Bismarck, N.D. and Pierre, S.D. around Aug. 17 and 24 respectively.

80.0

100.0

Garrison

Bend

40.0

60.0

Fort Peck

0.0

20.0

7/20/2011 8/3/2011 8/17/2011 8/31/2011 9/14/2011 9/28/2011 10/12/2011

Fort Peck

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Fort Peck Garrison Oahe & Big Bend Fort Randall

All dates provided above are best approximations, based on current forecast conditions and the best available information at the time. Adjustments to the release schedule may be necessary if conditions change.

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Risk Assessments Key considerations:Key considerations:

► Flood plain drainage and impacts► Condition of levees► Condition of dams► Other infrastructure► Weather forecast► Amount of flood control storage needed

F di il bl► Funding available► Project Information Reports (PIRs) and Designs► Contractor capability► Contractor capability► Winter construction season constraints► Impacts to Kansas Reservoirsp

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Page 6: USACE 2011 Floodwater Plan

Key Engineering Considerations• Evacuate exclusive flood control zones of all reservoirs as soon as

possible—gain back our flexibilitypossible—gain back our flexibility.

• Ensure fall releases are low enough to facilitate damage assessment and repair of infrastructure and levees (<40k cfs).

• Ensure winter releases are low enough to permit winter construction and minimize the risk of ice jam flooding (<20k cfs).

• Ensure rates of change in releases and reservoir levels are acceptable.

• Consider releases that take water off critical infrastructure.

• Consider releases that avoid continued use of various project• Consider releases that avoid continued use of various project features such as spillways and outlet tunnels.

• Consider releases that allow temporary measures to be removed

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• Consider releases that allow temporary measures to be removed.

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Why this strategy?Downstream Considerations

Pause at 90,000 cfs at Gavins Point Dam allows time to inspect dams and ensure drawdown rate is safe and initiate rehabilitation requirements

Downstream Considerations

ensure drawdown rate is safe and initiate rehabilitation requirements Gets water off the Federal and non-Federal levees sooner to reduce

significant risks and allow other agencies to assess roads and other infrastructure impacted by the floodinfrastructure impacted by the flood

Stepped releases will allow floodplains to drain gradually and decrease chances of bank and levee erosion

Upstream Considerations Releases of 85,000 cfs (reached around Aug. 17 at Garrison and Aug. 24 at

Oahe) gets flows back within the channel at Bismarck N D and Pierre S DOahe) gets flows back within the channel at Bismarck, N.D. and Pierre, S.D. Stepped releases will allow saturated floodplains to drain gradually and

decrease chances of bank and levee instability Holding 150 000 cfs at Gavins Point Dam for two weeks gets dams out of Holding 150,000 cfs at Gavins Point Dam for two weeks gets dams out of

exclusive flood control storage sooner7

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What would more flood control storage in 2012 mean?in 2012 mean?

Water releases remain high through end of September ► Water remains high on floodplains affecting more homes► Water remains high on floodplains affecting more homes

and communities ► Water remains high on levees, increasing the risk of g g

failure, overtopping, breaching► Water remains high on highways, bridges and other

infrastructureinfrastructure► No flexibility to store additional runoff from another

precipitation eventp p

More Flood Control Storage before the 2012 runoff season does not provide time for recovery or to

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prepare. It creates an unacceptable risk by exposing communities to high water longer.

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Weather Forecasts: Remainder of 2011 and through 2012Remainder of 2011 and through 2012

ENSO-neutral conditions into Fall 2011 with hi t f L Ni diti b l t f ll i MRBhints of La Nina conditions by late fall in MRB►Cooler temps►Precip = less predictable

Upper Missouri River Basin:►July-Sep: Temps = Below; Precip = Above ►Sep-Dec: Precip = Abovep p►Late Fall into 2012: Equal Chance of Normal,

Above, Below for temperature and precipitationp p p

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Drawdown Goals Be Ready for 2012 Runoff Season In order to do that:

►Get people back into their homes, farms and businesses

►Corps inspects levees, dams; States/Counties/Communities inspect highways, other critical infrastructure

►Begin repairs as soon as possible

Lower releases sooner = Earlier floodplain drawdown = Less risk of unexpected breach = p

Time to Prepare for 2012 Runoff Season10

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Conclusion/Way AheadGi k i t t i t i t h Given keen interest in returning to homes, farms and businesses, time to drain water f i d t d d d i klfrom inundated areas: drawdown as quickly as possible Given unknowns in condition of infrastructure,

condition of levees with their unacceptable risks, and time needed to inspect, assess and initiate repairs: drawdown responsibly Given weather forecast, probability of

occurrence, significance of 2011 event: use historical record as basis

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For Three Week Release ScheduleFor Three Week Release Schedule

http://www.nwd-mr.usace.army.mil/rcc/reports/twout.html

For More Information, VisitFor More Information, Visitwww.nwo.usace.army.mil/ and www.nwk.usace.army.mil

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