Hydroelectric Power Plants; Construction, Operation &...
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Transcript of Hydroelectric Power Plants; Construction, Operation &...
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Hydroelectric Power Plants; Construction, Operation & Failures
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Contents
2
• Brief Norconsult introduction
• Hydro Power in a global energy source perspective
• Hydro Power plant types, definitions and description of major
components
• Common failures during operation
– Turbines
– Generators
– Waterway
• Risks, and ways to mitigate them
• Questions
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Countries where Norconsult has had projects
3
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Norconsult's role within hydro power
• Norconsult is Norway's largest consulting company with 2400 employees.
• In the hydropower industry since 1917, and has planned and designed approximately 70% of the 340 Norwegian hydropower plants larger than 10 MW, plus a significant number of plants worldwide
• We assist hydropower plant owners during all phases of new projects, upgrades and in solving operational problems. We perform vibration and pressure measurements to determine the dynamic behaviour of hydropower units and perform special investigation if needed
• Norconsult has one of the world larges condition evaluation database based on vibration measurements where data from more than 400 generators and turbines are collected
• Experience also include advanced field measurements such stress measurements during operation, on prototype turbine runners since 1997, of different types and from different suppliers
• Our key activites also include trouble shooting, assistance after breakdown, root cause analyses etc., for plant owners, equipment suppliers and insurance companies (both for preventive measures and independent failure investigation)
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Global Energy Source Distribution
5
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Hydro Power Production Countries
6
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Intake gate
Intake trashrack
Headrace tunnel
Anchor block
Surge tank
Penstock inlet
Valve
Tunnel Inlet
trashrack
Tunnel Inlet
Anchor block
Exp. joint
Shaddle
Power house
TailraceIV G
SC
DTR
DT end gate
Desilting basin
gate hoist
IV -inlet valve
R -turbine runner
SC -spiral caseG -generator
Typical Power House with Francis Turbine
Hydro Power Plant, principal sketch
• Attractive: Eco-friendly - no emissions, profitable, low O&M costs, long lifetime
• But: All components can and do fail, including surrounding elements such as rock, soil and concrete
Rock & soil
P=Q*He*η*ρ*g
Power output
Turbinedischarge
Net head
Unit Efficiency
GravityWater density
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8
• Power house components exposed to high
pressure
• Relatively low flow
Outlet (on some plants)
Penstock
Headrace tunnel
Turbine
Surge chamber
Lowerreservoir
Long tailrace tunnel
Tailrace surgechamber
Tunnel shaft
(steep part)
Power house
Generator
Hydro Power Plant, high head - principal sketch
Upper
reservoir
Intake Head = hydraulic head =
pressure of water column = vertical distance between
upper and lower reservoir
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Hydro Power Plant, low head - principal sketch
• Large components, high discharge, low head
Rock & soil
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The selection of turbine type is based on thecombination of head and discharge
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Different turbine types
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Vertical pelton turbine - Principal sketch
© KVÆRNER / Rainpower
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Horizontal Pelton turbine - principal sketch
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Vertical Francis turbine - principal sketch
© KVÆRNER / Rainpower
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Horizontal Francis - principal sketch
© KVÆRNER / Rainpower
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Kaplan turbine - principal sketch
© KVÆRNER / Rainpower
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Bulb turbine (low head) - principal sketch
© KVÆRNER / Rainpower
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18
Generator types
• Synchronous type (asynchronous for mini
hydro applications)
• Vertical and horizontal orientation
• Horizontal orientation • Vertical orientation
© VG Power© KVÆRNER / Rainpower
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Failures and breakdowns
19
• Example of total generator and turbine
breakdown; generator fire, shaft rupture, parts
thrown off
• Causing fatalities, severe plant damage, and
years of outage
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Pelton breakdown - buckets thrown off
20
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Pelton breakdowns, cont'd
21
• Crack propagation at bucket root, causing the runner to throw the
bucket off, through housing etc.
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Pelton turbine breakdowns
• Bucket cracks, especially dangerous when it occurs in the root area
• Insufficient crack resistance from workshop (poor specification -
wrong choice of material or production method, poor hydraulic
and/or mechanical design, poor material or workmanship, poor
inspection follow-up)
• Insufficient crack inspection routines during operation
• Sand / particles22
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Pelton turbine breakdowns
• Deflector or injector breakdown
• Injector entering the rotating runner, causing breakdown
• Non-functioning deflector, causing the generator to overspeed and fail
(is however supposed to handle some minutes of runaway speed)23
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Cavitation
24
• Cavitation pitting eats up the runner (photo above <1 year of operation)
• Caused by poor turbine or plant design, allowing local water pressure
to get too low
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Cracks in Francis runners
25
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Cracks in Francis runners - historical view
26
© KVÆRNER / Rainpower
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Cracks in Francis runners - historical view
27
© KVÆRNER / Rainpower
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Francis turbine breakdowns, cont'd
28
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29
Francis Runner Breakdowns - A Hot Potato
• There has been an increasing number of failures of Francis runners
in Norwegian hydro power plants due to crack propagation in the
blades after only short time in operation
• High efficiency achieved, but at the cost of mechanical strength
How to mitigate this risk?
When tendering for new turbines and replacement runners:
• Strict evaluation criteria for turbine efficiency and pricing
• General criteria for mechanical robustness, these criteria may be
difficult to quantify
• More use of field measurements on prototypes? Present the major
dynamic forces acting on the runner blades, and evaluate the effect
against field measurements on prototype runners?
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Generator failures, damage and root causes
Data from a recent Cigre survey of 1200 generators from five
countries:
• Insulation
• Thermal
• Mechanical
• Bearing
30
© Cigre (International
Council of Large Electric
Systems)
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Generator failures
31
• Stator sheet
insulation failure• Rotor coil cracking
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Generator failures
32
© Cigre
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Generator failures, outage time
33
© Cigre
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Sediments, global distribution
34
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Sand erosion
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Sand erosion
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Waterway transients out of control..
37
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Some problems caused by poorly designed turbinegovernor or hydraulic transients out of control:
• Breakdown of turbine or mechanical balance components due to
pressure rise exceeding design limits.
• Breakdown of turbine or generator due to speed rise exceeding
design limits.
• Water hammer, especially in long tailrace tunnels; torn off water
column and backflow towards turbine
• Air pocket entrance in the waterway. Air expanding up through the
surge chamber creek intake or gate chamber shafts can cause
severe damage, blowing steel and concrete away
• Excessive headwater level rise at run-of-river plants during load
rejection can cause damage
• Unstable /oscillating power and grid frequency
38
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• During operation the water column is comparable with a goods train on its way down the
tunnel system.
• The plant on the sketch below has typical size (140 MW output, gross head 400 m, and
max turbine discharge 40 m³/s, which gives 2 m/s water velocity in the headrace tunnel
and 2,6 m/s in the penstock)
• Total water mass in headrace tunnel and penstock adds up to 115 000 tons.
Outlet (on some plants)
A tunnel = 20m³L = 5000 m
L = 1000 m
A penstock = 15 m²
Penstock
Headrace tunnel
500500 m.a.s.l
Turbine 140 MW
Water mass, headrace tunnel: 5000 * 20 = 100000 m³ = 100000 tons
Water mass, penstock: 1000 * 15 = 15000 m³ = 15000 tons
Total mass: 115000 tons
Q = 40m³/sIntake Surge chamber
100100 m.a.s.l
Outlet
Long tailrace tunnel
Tailrace surge chamber
Waterway Transients - The Train Analogy
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40
Waterway Transients - The Train Analogy
• The weight of the headrace tunnel and penstock water corresponds to the weight of a
2300 wagon train, 20 km long!
• Such a train needs a long distance to stop. Hence, if units falls out and the guide vane apparatus closes, this needs to take place in a controlled environment with sufficient
closing time, keeping the pressure and speed rise within the guaranteed design limits.
• There are in fact two ”trains” needed to be stopped in the headrace; one in the
headrace from the intake to the surge chamber, and one in the steep part. The surge
chamber upsurge will, if designed propery, occur slowly, and have little impact on the
pressure rise at the turbine. The steep tunnel shaft will however be critical for the
pressure rise, as the water column retardation in this part of the waterway occurs at thesame time as the wicket gate (or needle) closing
• If the tailrace tunnel is long, the water column can be torn off and return to give the
turbine an "uppercut" from beneath (Kaplan turbine applications are most exposed to
this)
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Pipe ruptures
41
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2012-04-1642
Penstocks, ice problems
Mannlokk
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Leakage in mechanical coupling
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Risks, and some impacting factors
time
ris
k o
fd
am
ag
eo
r b
rea
kd
ow
nExample of risk development in a newly commissioned high head hydro plant
"Teething problems",
often including
componentbreakdown
t = 0: Commissioning 2-3 years: guaranteeperiod over
Increasing trend: Fatigue of
rotating components (I.e.
runner) due to increasing
number of load cycles.
Flattens out if well designed
and manufactured. Monitored
through regular crackinspections by NDT
Installation of
a vibration
monitoringsystem
Vibration
alarm -
increasing
vibration trend
found, i.e at
generator
bearing.
Diagnostics &
service performed
t < 0
Design &
construction
Risk reduced
by design
review, follow-up etc.
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Basis for all support/services/insurance etc: Condition assessment
• The basis and key element in all risk and asset management is
accurate assessment of equipment condition. In order to obtain this
knowledge, the following sources of information are utilized.
– Available information • Drawings
• Reports
• Test results
• Photos
• Data monitoring, trend curves
– Interviews of plant operators and engineers• Maintenance routines
• Operational problems
– Visual inspection of main components• Description of condition state
• The components should be evaluated against established evaluation classification rules. This will serve as input to the maintenance planning system.
• Inspection report
– New measurements, to obtain information not available
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46
Norwegian condition evaluation criteria - for others to implemented as well
• In Norway, hydropower
condition evaluation handbooks
are used (EBL handbooks)
• These handbooks provide
evaluation guidelines dividing
components into 4 different
classes based on the
component condition
• This provides input to the
maintenance planning
• Notice that the time for
refurbishment of a similar
component can vary largely
between different units as
shown in the figure
Time
Co
nd
itio
n
Unit A Unit B Unit CClass 4
Immediate action
before further
operation
Class 3
Action required
Class 2
Deviation
detected, no
action required
Class 1
No indication,
"Status as new"
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Condition evaluation - why - how?
• Condition monitoring and proper maintenance is vital to maintain a
high level of availability for a hydro plant
• All relevant system parameters is needed to evaluate if and when
an upgrade or refurbishment will be the optimum solution for the
project
• Minimization of overhaul outage time, and maximum utilization of
time to other maintenance tasks, such as surface treatment and
inspection of submerged structures
• A proper plant condition evaluation before a refurbishment will
uncover faults, and remedial action can be planned for in advance
and included in the rehabilitation. It also gives an objective
reference for evaluation of the quality delivered by the supplier
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Norconsult vibration measurements and analysis
• Norconsult performs extensive measurements, with a wide range of sensors connected for simultaneous data acquisition using our own IMPULS data acquisition & analysis system
– Bearing housing vibration
(accelerometers)
– Shaft vibration (proximity probes)
– Pressure pulsations
– Mechanical stresses (strain gages)
– Natural frequencies
– Electric- current and voltage
– Noise
• >400 hydropower units since 1982,
pumps, gears, engines, gas turbines, compressors, ship drive lines etc. (incl Royal Navy vessels)
Vertical Francis Units
0
50
100
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Power [MW]
Sh
aft
vib
rati
on
Sm
ax
[u
m] Upper gen. bearing Shaft vib.
Lower gen. bearing Shaft vib.
Turbine bearing Shaft vib.
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Questions?
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