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|a 2012009052
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|a UAMI
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|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.
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|a 2nd ed.
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|a Reston :
|b American Society of Civil Engineers,
|c ©2012.
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|a 1 online resource (xvii, 295 pages) :
|b illustrations
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a ASCE manuals and reports on engineering practice ;
|v no. 79
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|a Includes bibliographical references and index.
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|a Print version record.
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|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
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|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
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|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
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|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
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|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
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|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.
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|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
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650 |
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|a Penstocks.
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650 |
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|a Steel, Structural.
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650 |
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6 |
|a Conduites forcées.
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650 |
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6 |
|a Acier de construction.
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650 |
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|a structural steel.
|2 aat
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|a TECHNOLOGY & ENGINEERING
|x Machinery.
|2 bisacsh
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650 |
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7 |
|a Penstocks.
|2 fast
|0 (OCoLC)fst01057129
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650 |
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7 |
|a Steel, Structural.
|2 fast
|0 (OCoLC)fst01132810
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700 |
1 |
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|a Bambei, John H.,
|c Jr.
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710 |
2 |
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|a American Society of Civil Engineers.
|b Task Committee on Steel Penstock Design.
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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.
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpSPE00012/toc
|z Texto completo
|
938 |
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|a American Society of Civil Engineers
|b ASCE
|n 10.1061/9780784412169
|
938 |
|
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|a EBL - Ebook Library
|b EBLB
|n EBL3115595
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|n 9660884
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