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What it Takes to Harness the Sun
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What it Takes to Harness the Sun
1.
WHAT IT TAKES
TO HARNESS THE SUN IVANPAH SOLAR TOWER DESIGN Kristin M. Santamont P.E. Senior Civil Engineer, Bechtel Corporation © Bechtel 2012 | 1
2.
IVANPAH SOLAR ELECTRIC
GENERATING FACILITY Location San Bernardino County, California, USA 45 miles South West of Las Vegas Customer Solar Partners Scope of Service Engineering Procurement Construction Startup Project Completion 2013 Units and Megawatts 3 separate power plants totaling 392MW © Bechtel 2012 | 2
3.
“GREEN” POWER GENERATING
FACILITY 363,000 tonnes of CO2 emissions avoided each year. Equivalent to 70,000 cars 140,000 homes powered by the Ivanpah facility Low impact construction techniques © Bechtel 2012 | 3
4.
TYPICAL UNIT SRS G Air Cooled Condense r Tower Mirror Field Steam
Turbine Generator © Bechtel 2012 | 4
5.
PROJECT SITE 1 2 3 Project Size
3,600 Acres Project Capacity Unit 1 = 126 MW Units 2 & 3 = 133 MW Solar Field Size Unit 1 = 895 acres Unit 2 = 1078 acres Unit 3 = 1209 acres Number of Heliostats Total = ~173,500 Unit 1 = 53,500 Units 2 & 3 = 60,000 © Bechtel 2012 | 5
6.
173,500 HELIOSTATS Enough reflective
area to cover approximately 600 football fields Enough mirrors to replace all the windows in the Empire State Building…54 times © Bechtel 2012 | 6
7.
3,600 ACRE SITE Manhattan Island 1 2 3
~ 6 square miles Roughly 25% the size of Manhattan © Bechtel 2012 | 7
8.
© Bechtel 2012
| 8
9.
SOLAR TOWER STRUCTURE
120’ tall Solar Receiver Steam Generator (SRSG) 54’ x 54’ footprint Each SRSG receives solar flux from mirror field Conventional steel braced frame 339’ tall Tower 70’ x 70’ footprint at base 45’ x 45’ main tower footprint Column splices located for modular erection Concrete Foundation 120’ x 120’ in plan 9’ thick mat © Bechtel 2012 | 9
10.
SOLAR TOWER 1,800
tons of structural steel 9 Tiers ~40’ tall Lowest 4 Tiers are “stick built” 5 Tiers Ground Assembled as Modules Columns are 36” f pipe sections API 5L X56 material 1 ½” or 2” wall thickness 2” f A354 Grade BD bolts in splices HSS16 square vertical braces Traditional floor framing © Bechtel 2012 | 10
11.
TOWER STEEL ERECTION ©
Bechtel 2012 | 11
12.
TOWER COLUMN SPLICES
Each column splice utilizes an identical circular pattern of 16 2”f A354 Grade BD bolts Extra 4 bolts for shear loads at discrete locations only © Bechtel 2012 | 12
13.
SRSG CONFIGURATION Superheater Panel Reheater
Panel Steam Generator Panel Protection Panel Protection Panel 3 Stage Steam Generator 700 tons of structural steel for internal framing Total weight including piping & equipment ~2,000 tons Traditional framing geometry and member sizes © Bechtel 2012 | 13
14.
SRSG CONFIGURATION Highly
congested volume External water walls with piping, headers and associated valves Contains steam drum, silencers, access platforms, etc. © Bechtel 2012 | 14
15.
SOLAR RECOVERY STEAM GENERATOR
(SRSG) “Modularized” in 5 Tiers Ground Assembled and transported to Tower Lifted in thirds due to weight limits © Bechtel 2012 | 15
16.
STRUCTURAL DESIGN 2007
California Building Code Seismic Design Category C Design Wind Speed 85 mph Operating wind speed of 30 mph Flexible Structure Governed by Wind Flexible Structure Fundamental Period 3.3 seconds © Bechtel 2012 | 16
17.
VORTEX SHEDDING © Bechtel
2012 | 17
18.
WIND TUNNEL TESTING
Boundary Layer Wind Tunnel Laboratory at University of Western Ontario Performed a Rigid Model Test The measured cross-wind loads ~3 times calculated along-wind code prescribed load © Bechtel 2012 | 18
19.
TUNED MASS DAMPER
Changing foundation and stiffening structure deemed not practical Opted for Tuned Mass Damper Solution Required minimum 5% of critical damping to mitigate cross-wind response to an acceptable level Other TMD requirements: 30 year design life Operating temperature range 10oF – o Idealized TMD with Suspended Mass & Dashpots © Bechtel 2012 | 19
20.
TUNED MASS DAMPER
Limited space in SRSG for addition of TMD. 11’-4” X 11’-4” X 20’-6” volume © Bechtel 2012 | 20
21.
TUNED MASS DAMPER
FINAL DESIGN © Bechtel 2012 | 21
22.
TUNED MASS DAMPER
INSTALLATION © Bechtel 2012 | 22
23.
© Bechtel 2012
| 23
24.
HELIOSTAT ASSEMBLY AREA 2
Pad Bonding Buildings Heliostat Storage & Pit Lane Material Laydown Assembly Building © Bechtel 2012 | 24
25.
HELIOSTAT TRANSPORTATION © Bechtel
2012 | 25
26.
Record Number of Pylons
Inserted in One Day = 711 PYLON INSTALLATION © Bechtel 2012 | 26
27.
Record Number of Heliostats Installed
in One Day = 512 HELIOSTAT INSTALLATION © Bechtel 2012 | 27
28.
CURRENT CONSTRUCTION STATUS © Bechtel
2012 | 28
29.
© Bechtel 2012
| 29 CURRENT CONSTRUCTION STATUS
30.
ACKNOWLEDGEMENTS Boundary Layer
Wind Tunnel Laboratory GERB Vibration Control Systems www.ivanpahsolar.com © Bechtel 2012 | 30
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