g. charles allen, p.e

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SAYANO- SHUSHENSKAYA G. Charles Allen, P.E. Chief, Turbomachinery Section Hydroelectric Design Center Hydroelectric Design Center Southwestern Federal Hydropower C f Conference Branson, Missouri 10 June 2010 BUILDING STRONG ® PORTLAND DISTRICT 1 PORTLAND DISTRICT 1

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Page 1: G. Charles Allen, P.E

SAYANO-SHUSHENSKAYA

G. Charles Allen, P.E.Chief, Turbomachinery Section

Hydroelectric Design CenterHydroelectric Design Center

Southwestern Federal Hydropower C fConference

Branson, Missouri

10 June 2010

BUILDING STRONG®PORTLAND DISTRICT 1PORTLAND DISTRICT 1

Page 2: G. Charles Allen, P.E

Russian Hydropower Accidenty p

The slides that follow were taken from many different sources and represent the facts as we know them (Note: Information is sparse

d k h ) Thi i i fand sketchy). This presentation is for internal use only.

BUILDING STRONG®PORTLAND DISTRICT 2PORTLAND DISTRICT 2

Page 3: G. Charles Allen, P.E

Sayano-ShushenskayaU it 2 F ilUnit 2 Failure

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 3PORTLAND DISTRICT 3

Page 4: G. Charles Allen, P.E

The PlantThe Plant

Powerhouse: Sayano-Shushenskaya

Owner / Operator: RusHydro

Installed Capacity: 6400 MW. Largest power plant in

Russia and the world's sixth-largest hydroelectric plant by average

power generation.

Construction started in 1968Construction started in 1968

Power on Line (POL): 1978

BUILDING STRONG®PORTLAND DISTRICT 4PORTLAND DISTRICT 4

Page 5: G. Charles Allen, P.E

The DamThe Dam

Type: Arch (Looks like Hoover)Type: Arch (Looks like Hoover)

Height: 245.5 meters (805 ft) high

Crest Length: 1,066 meters (3,500 ft)

Crest Width: 25 meters (82 ft)

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Page 6: G. Charles Allen, P.E

Sayano-Shushenskaya

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Sayano-Shushenskaya, Russian Hydro Powerhouse

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The DamThe Dam

Sayano Shushenskaya Russian Hydro Powerhouse

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Sayano-Shushenskaya, Russian Hydro Powerhouse

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The TurbineThe Turbine

Francis type turbinesyp

Unit Rating: 640 MW each

N b f U it 10Number of Units: 10

Rated Head: 194 meters (640 ft) (275 psi)

Max Head: 220 meters (720 ft) (310 psi)

Unit Flow: 340 to 360 m3/s (12 000 cfs to 12 700 cfs)Unit Flow: 340 to 360 m3/s (12,000 cfs to 12,700 cfs)

Unit Speed: 142.8 RPM

BUILDING STRONG®PORTLAND DISTRICT 8PORTLAND DISTRICT 8

Page 9: G. Charles Allen, P.E

VideosVideos

Eyewitness Video - http://www.youtube.com/watch?v=egeABBr5hyA

CCTV Footage - http://www.youtube.com/watch?v=R1q-tiSWudw

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Page 10: G. Charles Allen, P.E

VideosVideos

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VideosVideos

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Major Issues of the DamMajor Issues of the Dam

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Page 13: G. Charles Allen, P.E

Inside of the Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 13PORTLAND DISTRICT 13

Sayano-Shushenskaya, Russian Hydro Powerhouse

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Turbine Unit

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 14PORTLAND DISTRICT 14

The net result is the unit was ejected from the turbine pit…

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The Head Cover Studs Failed

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 15PORTLAND DISTRICT 15

y y , y

Page 16: G. Charles Allen, P.E

The unit weighs 2960 tons (US) and the rotor weight is 995 tons (US). e g s 995 o s (US)

There are reports that the Unit was ejected verticallySayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 16PORTLAND DISTRICT 16

There are reports that the Unit was ejected vertically 3 meter’s (about 10 feet)……..

Page 17: G. Charles Allen, P.E

….resulting in this.

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 17PORTLAND DISTRICT 17

y y , y

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Inside of the Powerhouse

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 18PORTLAND DISTRICT 18

y y , y

Page 19: G. Charles Allen, P.E

The Damage

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Sayano-Shushenskaya, Russian Hydro Powerhouse

Page 20: G. Charles Allen, P.E

Sayano Shushenskaya Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 20PORTLAND DISTRICT 20

Sayano-Shushenskaya, Russian Hydro Powerhouse

Page 21: G. Charles Allen, P.E

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 21PORTLAND DISTRICT 21

y y , y

Page 22: G. Charles Allen, P.E

BUILDING STRONG®PORTLAND DISTRICT 22PORTLAND DISTRICT 22

Sayano-Shushenskaya, Russian Hydro Powerhouse

Page 23: G. Charles Allen, P.E

Sayano-Shushenskaya, Russian Hydro Powerhouse

BUILDING STRONG®PORTLAND DISTRICT 23PORTLAND DISTRICT 23

y y , y

Page 24: G. Charles Allen, P.E

Aggravating Factors Before Th A id tThe Accident

Severed communications from Bratsk powerhouse.17 August 1:20 am, fire at Bratsk powerhouse downstream of Sanyo. The ability of Bratsk to provide AGC and other ancillary y y p yservices to the power grid operator lost.

AGC is moved from Bratsk to Sanyo a high head plantAGC is moved from Bratsk to Sanyo a high head plant.

Design of the studs & no inspection requirements.g

No pretension on the studs.

BUILDING STRONG®PORTLAND DISTRICT 24PORTLAND DISTRICT 24

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Aggravating Factors Before Th A id t C t’dThe Accident, Cont’d

New Governor controls on Units 2, 5 & 6.

W t id b i t ib t d t hi h ib tiWorn out guide bearings contributed to higher vibration.

Cavitation had contributed to vibration / unbalanced runner.

BUILDING STRONG®PORTLAND DISTRICT 25PORTLAND DISTRICT 25

Page 26: G. Charles Allen, P.E

What Happened?What Happened?

The accident was primarily caused by the head cover t d f ilistuds failing.

80 studs held the head cover down.41 studs had fatigue cracks2 t d d t d b t i2 studs were destroyed by tension6 studs completely undamaged, leading to the conclusion that no nuts were present.

Average fatigue damaged area exceeded 65% of the total stud cross section.

The cause of the failure is still being debated. Leading candidates are unit vibration, load rejection, or governor failure.

BUILDING STRONG®PORTLAND DISTRICT 26PORTLAND DISTRICT 26

a u e

Page 27: G. Charles Allen, P.E

Contributing FactorsContributing Factors

Studs not prestressed—or perhaps inferior steelFailure to monitor Head Cover Stud ConditionFailure to shut down upon increased vibrationCorporate Culture stressing profit/operation at the expense

of safetyof safetyInadequate vetting of new governorsAccepting as ‘normal’ the operation of the machine outside p g p

design specifications

BUILDING STRONG®PORTLAND DISTRICT 27PORTLAND DISTRICT 27

Page 28: G. Charles Allen, P.E

Could an Accident Like This Happen to the Corps?

YES

BUILDING STRONG®PORTLAND DISTRICT 28PORTLAND DISTRICT 28

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IT’S NOT ONLY SAYANO !!IT S NOT ONLY SAYANO !!

THREE BREACHES IN PAST 20 YEARS

Manitoba Hydro Grand Rapids Unit 4Unnamed European PlantSayano ShushenskayaSayano-Shushenskaya

BUILDING STRONG®PORTLAND DISTRICT 29PORTLAND DISTRICT 29

Page 30: G. Charles Allen, P.E

THE BIG PICTURE LESSONTHE BIG PICTURE LESSON

IT IS NOT: MONITOR THE HEADCOVER STUDS

IT IS: MONITOR WHATEVER CONTAINS THEIT IS: MONITOR WHATEVER CONTAINS THE DEADLY ENERGY

BUILDING STRONG®PORTLAND DISTRICT 30PORTLAND DISTRICT 30

Page 31: G. Charles Allen, P.E

Recommendations to HQ USACE

Inspect all turbine head cover studs and nutsInspect all turbine head cover studs and nuts.

Verify that the emergency closure systems function at all plants and test the emergency closure gates under full unit flow.and test the emergency closure gates under full unit flow.

Verify all governor shut down and timing (wicket gate closure speeds).

Review Emergency Plans and Procedures

Maintain Staff CompetencyMaintain Staff Competency

Inspect turbine runners for cracks.

BUILDING STRONG®PORTLAND DISTRICT 31PORTLAND DISTRICT 31

Page 32: G. Charles Allen, P.E

Recommendations to HQ USACEUSACE

Inspect head covers for structural integrity.

Inspect penstocks for structural integrity.

Develop vibration limits and install vibration monitoring systems.

Re-examine the COE guidance on emergency gate closing time.

Provide adequate back up power capability to maintain plant control.

Assure that adequate engineering oversight is applied when major repair is performed or when energy containing components are disassembled or reassembled

BUILDING STRONG®PORTLAND DISTRICT 32PORTLAND DISTRICT 32

Page 33: G. Charles Allen, P.E

QUESTIONS?

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