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:
Penstocks.
Steel, Structural.
Conduites forcées.
Acier de construction.
structural steel.
TECHNOLOGY & ENGINEERING > Machinery.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 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
  • 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
  • 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
  • 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
  • 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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