“Design of 250 MW Cogeneration Combined Cycle Plant Building in a Congested Site”

by
Patrick W. Ward, P.E. and Albert Wong, Ph.D., P.E.
Stone & Webster, Inc.
A Shaw Group Company
 

Abstract
This paper presents a design of a turbine building that house a 250 MW Combined Cycle Power Plant on a congested site. The building is a L shaped building and has large openings for the Combustion Turbine Generator inlet air duct (30 feet by 30 feet), the Heat Recovery Steam Generator exhaust duct (30 feet wide by 90 feet high), and the Steam Generator Turbine steam discharge duct (14 foot diameter).  The HRSG and the CTG are in line with one leg of the building and the STG is orientated in the other leg of the L shaped building.  A 7 million pounds Steam Condenser Unit, about 200 ft X 100 ft in plan dimension and 80 feet high, is located on one leg of the building. From the roof of the building to grade is about 126 feet.  The height of the ACC unit is about 80 feet making the total height of the structure to be about 206 ft tall. The large open space requirement for housing the cogeneration equipment and the wind loads on the columns require the use of a mid-height horizontal wind truss system to transfer the wind load to the braced column lines. The building also contained two bridge cranes that provide servicing of the combustion turbine and the steam turbine.

GT STRUDL was used to model the L-shaped Turbine Generator Building that is essentially an open bay structure with a 7 million pounds Steam Condenser Unit mounted on the roof. The location and extension of the Condenser above the roof on one leg of the L shaped building induces eccentric wind/seismic loads and torsion loading of the TGB.  The design challenge and the use of GT STRUDL in the design analysis process are discussed.

The geometry of the framing is developed using FRAMEWORKS add-on package to Microstation PDS. The use of these programs allowed the development of production drawings and interface with a 3-D plant viewer package.  The FRAMEWORKS add-on package contains an option for generating a GT STRUDL input file.  The GT STRUDL input file provides the model geometry, member properties, materials, releases and some of the loading conditions.  The FRAMEWORKS generated GT STRUDL steel frame model was enhanced to model a 9-inch thick concrete slab on the TGB roof and to model the ACC loads. The interface between the ACC unit and the turbine building roof also added to the complexity of the GT STRUDL model due to the mismatch in ACC unit columns and the structural building steel.

The major design challenge is this building design is the eccentric wind/seismic loading due to the torsion loading and limited bracing areas.  The key design considerations include:

  1. Unsymmetrical L shaped building
  2.  Large eccentric mass on the roof of one leg of the building
  3.  Large sail area from the ACC unit on the roof of one leg of the building
  4.  Limited areas for the brace members
  5.  The construction sequence requires verification of building stability as the building shell large open areas required for construction access for installation of the combustion and steam turbine
The base reactions were imported to an EXCEL spreadsheet that was used to design the column baseplates. The moving load feature of GT STRUDL was used to develop the loading conditions for the crane rail interface with the TGB primary steel.  This provided loading combinations required for the combinations of crane loads with wind loadings, etc.

Biographical and Educational Data
 
Patrick W. Ward, P.E. Mechanical Engineering :

Education
B.S. Mechanical Engineering, Southeastern Massachusetts University 

Licenses, Registrations, and Certifications
Professional Engineer - Massachusetts

Professional Committees and Activities
ASME SC-XI Subgroup on Containment - Previous Member
ASME SC-XI Working Group on Concrete Pressure Components - Previous Member and Secretary

Publications
Ward, P.W., T.J. Lynch, F.R. Harty, Jr., K. Massey, H. Riddle. "Elimination of Surge Tanks at Saluda Hydroelectric Plant." WaterPower 1993, Proceedings of the International Conference on Hydropower, 1993.
Ward, P.W., F.R. Harty, Jr., F.E. Depenbrock, D.L. Shectman. "Options in Energy Storage Technologies." The Electricity Journal, July/August 1994.
Ward, P.W., F.R. Harty Jr., T.L. Rineer, J.B. Nystrom. "Safe Harbor Hydroelectric Station Index Test, Flow Measurements, and Hydro Operating Curve Revision," ASCE Waterpower 1995, Proceedings of the International Conference on Hydropower, 1995.
Ward, P.W., Taphose K. Shome, "Containment Liner Evaluation and Aging Degradation Management Program," 1995 ASME/JSME Pressure Vessels and Piping Conference.



Albert Y. C. Wong, Ph.D., P.E.

Education

Ph.D., in Civil Engineering - University of Illinois at Champaign Urbana - 1973
M.Sc., in Civil Engineering - University of Illinois at Champaign Urbana - 1970
M.S., in Business Administration - Boston College - 1981
B.Sc., (Hon.) in Civil Engineering - University of Hong Kong - 1968
United States Civil Defense Preparedness Agency, Multi-Protection Design 1974
Graduate Courses in Power Plant Design - Northeastern University

Licenses, Registrations, and Certifications
Professional Engineer - Massachusetts, New York, Pennsylvania, Texas, Arizona, Ohio, North Carolina

Professional Affiliations
American Society of Civil Engineers - Member
American Concrete Institute - Member
American Institute of Steel Construction
Institute of Civil Engineers - Graduate Member

Publications
"The Effects of Drying on the Freeze-Thaw Durability of Concrete," University of Illinois Engineering Experiment Station, Bulletin 506 by A. Y. C. Wong, C. L. Anderson, H. K. Hilsdorf

"Effects of Diaphragms on Load Distribution of Continuous Slab Girder Bridges" by A. Y. C. Wong and W. L. Gamble - University of Illinois Structural Research Series, SRS 391

"Probabilistic Prediction of Floor Response Spectra" by Manas K. Chakravorty, A. Y. C. Wong, D. C. Foster - Third Canadian Conference on Earthquake Engineering, June 4-6, 1979, Montreal, Canada

"A Frequency Domain Approach to Seismic Analysis of Multiple Supported Secondary Systems" by Manas K. Chakravorty, A. Y. C. Wong, M. B. Stetson, International Meeting on Fast Reactor Safety Technology, August 19-23, 1979, Seattle, Washington

Report on the Review Team on the Department of Energy Natural Phenomena Hazard Mitigation Order and Standards

 

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Date: 6/21/2002 
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