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Steel penstocks /

Prepared by the Task Committee for the updating of MOP 79 of the Pipeline Division of the American Society of Civil Engineers. Steel Penstocks stands as a complete guide to the design, installation, and maintenance of the closed conduits between a free water surface and hydroelectric power stations....

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: American Society of Civil Engineers. Task Committee on Steel Penstock Design
Otros Autores: Bambei, John H., Jr
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston : American Society of Civil Engineers, ©2012.
Edición:2nd ed.
Colección:ASCE manuals and reports on engineering practice ; no. 79.
Temas:
Acceso en línea:Texto completo

MARC

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245 0 0 |a Steel penstocks /  |c prepared by the Task Committee on Steel Penstock Design of the Pipeline Planning and Design Committee of the Pipeline Division of the American Society of Civil Engineers ; edited by John H. Bambei, Jr. 
250 |a 2nd ed. 
260 |a Reston :  |b American Society of Civil Engineers,  |c ©2012. 
300 |a 1 online resource (xvii, 295 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a ASCE manuals and reports on engineering practice ;  |v no. 79 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record. 
505 0 |a Cover -- Contents -- Preface -- Abbreviations and Acronyms -- CHAPTER 1 GENERAL -- 1.1 Design Considerations -- 1.2 Economic Diameter -- 1.3 Shutoff Systems -- 1.4 Prevention of Vibration -- 1.5 Wind, Snow, and Ice Loading -- 1.6 Geologic Considerations -- 1.7 Earthquake Loading -- CHAPTER 2 MATERIALS -- 2.1 General -- 2.2 Types of Materials -- 2.3 Temperature Considerations -- 2.4 Attachment Materials and Criteria -- 2.5 Material Specifications -- 2.6 Material Testing Requirements -- CHAPTER 3 DESIGN CRITERIA AND ALLOWABLE STRESSES 
505 8 |a 3.1 General Considerations3.2 Design Loads -- 3.3 Service Conditions and Load Combinations -- 3.4 Stress Categories -- 3.5 Allowable Stress Intensities -- CHAPTER 4 EXPOSED PENSTOCKS -- 4.1 Penstock Shell Design and Analysis -- 4.2 Concrete Piers -- 4.3 Ring Girders -- 4.4 Saddles -- 4.5 Stiffeners to Resist External Pressure -- CHAPTER 5 BURIED PENSTOCKS -- 5.1 Design of Buried Penstock Shells -- 5.2 External Pressure -- 5.3 Bends -- 5.4 Buried Joints -- CHAPTER 6 STEEL TUNNEL LINERS -- 6.1 Design of Steel Liners for Internal Pressure 
505 8 |a 6.2 Design of Steel Liners for External Pressure6.3 Design of Steel Tunnel Liners with Stiffeners -- 6.4 Tunnel Liner Bends -- 6.5 Seepage Rings -- 6.6 Tunnel Liner Joints -- 6.7 Tunnel Liner Transitions -- CHAPTER 7 WYE BRANCHES AND BRANCH OUTLETS -- 7.1 Layouts -- 7.2 Hydraulic Considerations -- 7.3 Stress Limits -- 7.4 Nomograph Design Method -- 7.5 Curved-Beam Design Method -- 7.6 Finite Element Analysis Design Method -- 7.7 Additional Considerations -- CHAPTER 8 ANCHOR BLOCKS -- 8.1 General -- 8.2 Anchors for Penstocks 
505 8 |a CHAPTER 9 APPURTENANCES, BENDS, AND TRANSITIONS9.1 Expansion Joints -- 9.2 Sleeve Couplings -- 9.3 Manholes and Smaller Openings -- 9.4 Standpipes and Air Valves -- 9.5 Anchor Bolts and Fasteners -- 9.6 Anchor Rings, Thrust Collars, and Joint Harnesses -- 9.7 Penstock Roll-Out and Lift-Out Sections -- 9.8 Flanged Connections -- 9.9 Blowoffs -- 9.10 Makeup and Closure Sections -- 9.11 Closure Heads -- 9.12 Bends (Elbows) -- 9.13 Geometric Transitions -- CHAPTER 10 CORROSION PREVENTION AND CONTROL -- 10.1 Corrosive Environments 
505 8 |a 10.2 Vulnerability of Penstock Steel to Corrosion10.3 Corrosion Prevention and Control Measures -- 10.4 Failure Caused by Corrosion -- CHAPTER 11 WELDING -- 11.1 Materials and Material Tolerances -- 11.2 Submittals -- 11.3 Joint Types and Configurations -- 11.4 Joint Configurations -- 11.5 Welding Processes, Edge Preparation, Preheat, Notch-Tough Welding, and Assembly -- 11.6 Field-Welded Joints -- 11.7 Bifurcations -- 11.8 Tapers -- 11.9 Attachment Pipe Welds -- 11.10 Grout Connections -- 11.11 Postweld Heat Treatment 
520 3 |a Prepared by the Task Committee for the updating of MOP 79 of the Pipeline Division of the American Society of Civil Engineers. Steel Penstocks stands as a complete guide to the design, installation, and maintenance of the closed conduits between a free water surface and hydroelectric power stations. This new, thoroughly updated edition provides recommendations and technical guidance for all aspects of steel penstocks, including tunnel liners, wyes, and branch outlets. It also provides practical, comprehensive information regarding the economic, safety, and environmental aspects of designing and implementing steel penstocks at hydropower stations. Chapters offer both background commentary and specific requirements, and a final chapter contains 10 worked examples of design problems. Topics include: design considerations, including economic diameter, shutoff systems, and seismic loads; materials, design criteria, and allowable stresses; exposed and buried penstocks; steel tunnel liners; wye branches and outlets; anchor blocks; appurtenances, bends, and transitions; corrosion prevention and control; welding; manufacture, installation, and inspection; startup; documentation and certification; and maintenance. Hydroelectric engineers, designers, and facility managers use MOP 79 as the go-to reference for steel penstocks. 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
650 0 |a Penstocks. 
650 0 |a Steel, Structural. 
650 6 |a Conduites forcées. 
650 6 |a Acier de construction. 
650 7 |a structural steel.  |2 aat 
650 7 |a TECHNOLOGY & ENGINEERING  |x Machinery.  |2 bisacsh 
650 7 |a Penstocks.  |2 fast  |0 (OCoLC)fst01057129 
650 7 |a Steel, Structural.  |2 fast  |0 (OCoLC)fst01132810 
700 1 |a Bambei, John H.,  |c Jr. 
710 2 |a American Society of Civil Engineers.  |b Task Committee on Steel Penstock Design. 
776 0 8 |i Print version:  |t Steel penstocks.  |b 2nd ed.  |d Reston : American Society of Civil Engineers, ©2012  |z 9780784412169  |w (DLC) 2012009052  |w (OCoLC)785808873 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 79. 
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