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Automated People Mover Standards (ANSI/ASCE/T&DI 21-21)
| Automated People Mover Standards (ANSI/ASCE/T&DI 21-21) |
| Autore | Engineers American Society of Civil |
| Pubbl/distr/stampa | Reston : , : American Society of Civil Engineers, , 2021 |
| Descrizione fisica | 1 online resource (115 pages) |
| Disciplina | 625.4 |
| Collana | Standards |
| Soggetto topico | Personal rapid transit |
| Soggetto non controllato |
Automated people movers
Safety Automated transit systems Communication systems Electrical systems Guideways Maintenance and operation Emergency management |
| ISBN | 0-7844-8292-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1 General; Chapter 2 Operating Environment; Chapter 3 Safety Requirements; Chapter 4 System Dependability; Chapter 5 Automatic Train Control; Chapter 6 Audio and Visual Communications; Chapter 7 Vehicles; Chapter 8 Propulsion and Braking; Chapter 9 Electrical Equipment; Chapter 10 Stations; Chapter 11 Guideways; Chapter 12 Security; Chapter 13 Emergency Preparedness; Chapter 14 System Verification and Demonstration; Chapter 15 Operations, Maintenance, and Training; Chapter 16 Operational Monitoring; Appendix A System Safety Program Requirements; Appendix B Bibliography; Appendix C Recommended Practice for Acceptance of an APM System Application; Appendix D Inspection and Test Guidelines; Appendix E Recommended Practice for Working Safely Near APM Systems; Appendix F Recommended Practice for Accommodating Luggage Carts in APM Systems; Appendix G Recommended Practice for Measuring Service Availability; Appendix H Independent Safety Assessment Recommended Practice; Appendix I Commentary on Emergency Egress Provisions. |
| Record Nr. | UNINA-9910795606803321 |
Engineers American Society of Civil
|
||
| Reston : , : American Society of Civil Engineers, , 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Automated People Mover Standards (ANSI/ASCE/T&DI 21-21)
| Automated People Mover Standards (ANSI/ASCE/T&DI 21-21) |
| Autore | Engineers American Society of Civil |
| Pubbl/distr/stampa | Reston : , : American Society of Civil Engineers, , 2021 |
| Descrizione fisica | 1 online resource (115 pages) |
| Disciplina | 625.4 |
| Collana | Standards |
| Soggetto topico | Personal rapid transit |
| Soggetto non controllato |
Automated people movers
Safety Automated transit systems Communication systems Electrical systems Guideways Maintenance and operation Emergency management |
| ISBN | 0-7844-8292-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Chapter 1 General; Chapter 2 Operating Environment; Chapter 3 Safety Requirements; Chapter 4 System Dependability; Chapter 5 Automatic Train Control; Chapter 6 Audio and Visual Communications; Chapter 7 Vehicles; Chapter 8 Propulsion and Braking; Chapter 9 Electrical Equipment; Chapter 10 Stations; Chapter 11 Guideways; Chapter 12 Security; Chapter 13 Emergency Preparedness; Chapter 14 System Verification and Demonstration; Chapter 15 Operations, Maintenance, and Training; Chapter 16 Operational Monitoring; Appendix A System Safety Program Requirements; Appendix B Bibliography; Appendix C Recommended Practice for Acceptance of an APM System Application; Appendix D Inspection and Test Guidelines; Appendix E Recommended Practice for Working Safely Near APM Systems; Appendix F Recommended Practice for Accommodating Luggage Carts in APM Systems; Appendix G Recommended Practice for Measuring Service Availability; Appendix H Independent Safety Assessment Recommended Practice; Appendix I Commentary on Emergency Egress Provisions. |
| Record Nr. | UNINA-9910810611903321 |
|
Engineers American Society of Civil
|
||
| Reston : , : American Society of Civil Engineers, , 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of Steel Lighting System Support Pole Structures
| Design of Steel Lighting System Support Pole Structures |
| Autore | Engineers American Society of Civil |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | , : American Society of Civil Engineers, , 2021 |
| Descrizione fisica | 1 online resource (81 pages) |
| Disciplina | 625.7/9 |
| Collana | Standards |
| Soggetto topico |
Roads - Lighting - Supports - Design and construction - Standards
Tubular steel structures - Design and construction - Standards |
| ISBN | 0-7844-8301-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- CONTENTS -- PREFACE -- ACKNOWLEDGMENTS -- Chapter 1: General -- 1.1 Scope -- 1.2 Definitions -- Chapter 2: Loads -- 2.1 Scope -- 2.2 SYMBOLS for Construction Load -- 2.3 Classification of Structures -- 2.4 Combinations of Loads -- 2.5 Dead Load -- 2.6 Live Load -- 2.7 Wind Load -- 2.7.1 Scope -- 2.7.2 Symbols for Wind Load -- 2.7.3 General Requirements -- 2.7.4 Shielding -- 2.7.5 Strength Design of Supporting Structures -- 2.7.5.1 Design Wind Force Applied to Supporting Structures -- 2.7.5.2 Design Wind Force Applied to Lighting Fixtures -- 2.7.5.2.1 Effective Projected Area of Fixtures -- 2.7.5.3 Design Wind Force Applied to Mounting Systems -- 2.7.5.4 Design Wind Force Applied to Appurtenances -- 2.7.6 Strength Design of Attachments -- 2.8 Earthquake Load -- 2.8.1 Scope -- 2.8.2 Symbols for Earthquake Load -- 2.8.3 General Requirements -- 2.8.4 Analysis Considerations -- 2.8.4.1 Structural Analysis Considerations -- 2.8.4.2 Equivalent Lateral Force Procedure -- 2.8.4.2.1 Fundamental Period Calculation -- 2.8.4.3 Modal Response Spectrum Analysis -- 2.8.4.3.1 Base Shear and Modal Mass Contributed by Each Mode -- 2.8.4.3.2 Seismic Forces Contributed by Each Mode -- 2.8.5 Overstrength Factor -- 2.9 Fatigue Load -- 2.9.1 Scope -- 2.9.2 General Requirements -- 2.10 Stiffness Requirement -- 2.10.1 Scope -- 2.10.2 General Requirements -- Chapter 3: Steel Design -- 3.1 Scope -- 3.2 Symbols -- 3.3 Analysis -- 3.4 Design Strength -- 3.5 Materials -- 3.5.1 Prequalified Structural Steel Material -- 3.5.1.1 Supplementary Requirements -- 3.5.2 Other Structural Steel Material -- 3.5.3 Fasteners -- 3.5.4 Anchor Rods -- 3.5.5 Test Reports -- 3.6 Corrosion Control -- 3.6.1 Members and Components -- 3.6.2 Fasteners -- 3.6.3 Anchor Rods -- 3.6.4 Direct Embed Foundations -- 3.7 Member Properties -- 3.7.1 Round Members -- 3.7.2 Multisided Members.
3.8 Effective Yield Strengths -- 3.8.1 Tubular Round Members -- 3.8.2 Multisided Members -- 3.9 Tubular Pole Design Strength -- 3.9.1 Combined Axial Force, Shear, and Moments -- 3.9.1.1 Nominal Axial Compressive Strength -- 3.9.1.2 Nominal Flexural Strength -- 3.9.1.2.1 Tubular Round Members -- 3.9.1.2.2 Multisided Members -- 3.9.1.3 Nominal Shear and Torsional Strengths -- 3.9.1.3.1 Tubular Round Members -- 3.9.1.3.2 Multisided Members -- 3.10 Connections -- 3.10.1 Pole Slip Splices -- 3.10.2 Flange Plates -- 3.10.2.1 Socketed Connections -- 3.10.2.2 Butt-Welded Connections -- 3.11 Components and Attachments -- 3.12 Anchor Rod Strength -- Chapter 4: Fatigue Design -- 4.1 Scope -- 4.2 Symbols -- 4.3 Fatigue Analysis -- 4.4 Fatigue Thresholds -- 4.4.1 Pole Sections -- 4.4.2 Slip Splices -- 4.4.3 Circumferential Welds -- 4.4.4 Welded Attachments -- 4.4.5 Reinforced Holes and Cutouts -- 4.4.6 Unreinforced Holes and Cutouts -- 4.4.7 Pole-to-Flange Plate Connections -- 4.4.7.1 Effective Center Opening Diameter -- 4.4.7.2 Stiffener Connection with Flange Plates -- 4.4.8 Anchor Rods -- 4.4.9 Bolts -- 4.5 Miscellaneous Fatigue Strength Requirements -- 4.5.1 Pole Cross Sections -- 4.5.2 Holes and Cutouts -- 4.5.3 Flange Plates -- 4.5.4 Butt-Welded Pole-to-Flange Plate Connections -- 4.5.5 Socketed Pole-to-Flange Plate Connections -- 4.5.6 Stiffened Pole-to-Flange Plate Connections -- 4.5.7 Foundations -- Chapter 5: Foundation Design -- 5.1 Scope -- 5.2 Symbols -- 5.3 General -- 5.3.1 Foundation Analysis -- 5.3.2 Longitudinal Reinforcement -- 5.3.3 Transverse Reinforcement -- 5.3.4 Shrinkage and Temperature Reinforcement -- 5.4 Site Investigation -- 5.4.1 Concrete Mix Design -- 5.4.2 Frost Depth -- 5.4.3 Expansive Soil -- 5.4.4 High Water Table -- 5.5 Drilled Shaft and Direct Embed Foundations -- 5.5.1. Direct Embed Effective Foundation Diameter. 5.6 Mat Foundations -- 5.7 Corrosion Control -- 5.7.1 Direct Embed Steel Sections -- 5.7.1.1 Ground Sleeves -- 5.7.2 Direct Embed Precast Concrete Sections -- 5.8 Design Strength of Soil or Rock -- 5.9 Development of Anchor Rods -- 5.9.1 Deformed Anchor Rods -- 5.9.2 Headed Anchor Rods -- 5.10 Seismic Considerations -- 5.10.1 Longitudinal Reinforcement -- 5.10.2 Transverse Reinforcement -- 5.10.3 Batter Piles -- Chapter 6: Fabrication -- 6.1 Scope -- 6.2 General -- 6.3 Materials -- 6.4 Welding -- 6.4.1 Tack Welds -- 6.4.2 Seam Welds -- 6.4.3 Backing -- 6.4.4 Fit-Up -- 6.4.5 Anchor Rods -- 6.4.6 Weld Inspections -- 6.4.6.1 Ultrasonic Testing -- 6.5 Shearing -- 6.6 Burning -- 6.7 Punching Holes -- 6.8 Forming -- 6.9 Galvanizing -- 6.10 Additional Coatings -- 6.11 Fabrication Tolerances -- Chapter 7: Installation -- 7.1 Scope -- 7.2 General -- 7.3 Direct Embed Foundations -- 7.4 Drilled Shaft Foundations -- 7.5 Anchor Rods -- 7.5.1 Anchor Rod Tightening -- 7.6 Pole Slip Splices -- 7.7 Pole Flange Plate Splices -- 7.8 Miscellaneous Bolted Connections -- 7.9 Installation Tolerances -- Chapter 8: Inspections, Assessments, and Maintenance -- 8.1 Scope -- 8.2 Initial Construction Inspections -- 8.3 Periodic Condition Assessments -- 8.3.1 Evaluation of Dents in Steel Poles -- 8.4 Damage Assessments -- 8.5 Additional Examination Requirements -- 8.6 Maintenance -- 8.6.1 Grouted Base Flange Plates -- Appendix A: Geotechnical Investigations -- Appendix B: Damage and Condition Assessment Examples -- Chapter C1: General -- C1.1 Scope -- Chapter C2: Loads -- C2.1 Scope -- C2.3 Classification of Structures -- C2.4 Combinations of Loads -- C2.7.1 Scope -- C2.7.3 General Requirements -- C2.7.5 Strength Design of Supporting Structures -- C2.7.5.2.1 Effective Projected Area of Fixtures -- C2.7.5.3 Design Wind Force Applied to Mounting Systems -- C2.9.1 Scope. C2.9.2 General Requirements -- Chapter C3: Steel Design -- C3.3 Analysis -- C3.4 Design Strength -- C3.5 Materials -- C3.6.3 Anchor Rods -- C3.12 Anchor Rod Strength -- Chapter C4: Fatigue Design -- C4.1 Scope -- C4.3 Fatigue Analysis -- -- C4.4.7.2 Stiffener Connection with Flange Plates -- C4.4.8 Anchor Rods -- C4.4.9 Bolts -- C4.5.6 Stiffened Pole-to-Flange Plate Connections -- Chapter C5: Foundation Design -- C5.3 General -- C5.4 Site Investigation -- C5.10 Seismic Considerations -- Chapter C6: Fabrication -- C6.3 Materials -- C6.4.6 Weld Inspections -- C6.7 Punching Holes -- C6.8 Forming -- C6.9 Galvanizing -- C6.10 Additional Coatings -- Chapter C7: Installation -- C7.2 General -- C7.3 Direct Embed Foundations -- C7.5 Anchor Rods -- C7.5.1 Anchor Rod Tightening -- C7.9 Installation Tolerances -- Chapter C8: Inspections, Assessments, and Maintenance -- C8.1 Scope -- C8.3 Periodic Condition Assessments -- C8.3.1 Evaluation of Dents in Steel Poles -- C8.5 Additional Examination Requirements -- C8.6 Maintenance -- C8.6.1 Grouted Base Flange Plates -- REFERENCES -- INDEX. |
| Record Nr. | UNINA-9910795676303321 |
|
Engineers American Society of Civil
|
||
| , : American Society of Civil Engineers, , 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of Steel Lighting System Support Pole Structures
| Design of Steel Lighting System Support Pole Structures |
| Autore | Engineers American Society of Civil |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | , : American Society of Civil Engineers, , 2021 |
| Descrizione fisica | 1 online resource (81 pages) |
| Disciplina | 625.7/9 |
| Collana | Standards |
| Soggetto topico |
Roads - Lighting - Supports - Design and construction - Standards
Tubular steel structures - Design and construction - Standards |
| ISBN | 0-7844-8301-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- CONTENTS -- PREFACE -- ACKNOWLEDGMENTS -- Chapter 1: General -- 1.1 Scope -- 1.2 Definitions -- Chapter 2: Loads -- 2.1 Scope -- 2.2 SYMBOLS for Construction Load -- 2.3 Classification of Structures -- 2.4 Combinations of Loads -- 2.5 Dead Load -- 2.6 Live Load -- 2.7 Wind Load -- 2.7.1 Scope -- 2.7.2 Symbols for Wind Load -- 2.7.3 General Requirements -- 2.7.4 Shielding -- 2.7.5 Strength Design of Supporting Structures -- 2.7.5.1 Design Wind Force Applied to Supporting Structures -- 2.7.5.2 Design Wind Force Applied to Lighting Fixtures -- 2.7.5.2.1 Effective Projected Area of Fixtures -- 2.7.5.3 Design Wind Force Applied to Mounting Systems -- 2.7.5.4 Design Wind Force Applied to Appurtenances -- 2.7.6 Strength Design of Attachments -- 2.8 Earthquake Load -- 2.8.1 Scope -- 2.8.2 Symbols for Earthquake Load -- 2.8.3 General Requirements -- 2.8.4 Analysis Considerations -- 2.8.4.1 Structural Analysis Considerations -- 2.8.4.2 Equivalent Lateral Force Procedure -- 2.8.4.2.1 Fundamental Period Calculation -- 2.8.4.3 Modal Response Spectrum Analysis -- 2.8.4.3.1 Base Shear and Modal Mass Contributed by Each Mode -- 2.8.4.3.2 Seismic Forces Contributed by Each Mode -- 2.8.5 Overstrength Factor -- 2.9 Fatigue Load -- 2.9.1 Scope -- 2.9.2 General Requirements -- 2.10 Stiffness Requirement -- 2.10.1 Scope -- 2.10.2 General Requirements -- Chapter 3: Steel Design -- 3.1 Scope -- 3.2 Symbols -- 3.3 Analysis -- 3.4 Design Strength -- 3.5 Materials -- 3.5.1 Prequalified Structural Steel Material -- 3.5.1.1 Supplementary Requirements -- 3.5.2 Other Structural Steel Material -- 3.5.3 Fasteners -- 3.5.4 Anchor Rods -- 3.5.5 Test Reports -- 3.6 Corrosion Control -- 3.6.1 Members and Components -- 3.6.2 Fasteners -- 3.6.3 Anchor Rods -- 3.6.4 Direct Embed Foundations -- 3.7 Member Properties -- 3.7.1 Round Members -- 3.7.2 Multisided Members.
3.8 Effective Yield Strengths -- 3.8.1 Tubular Round Members -- 3.8.2 Multisided Members -- 3.9 Tubular Pole Design Strength -- 3.9.1 Combined Axial Force, Shear, and Moments -- 3.9.1.1 Nominal Axial Compressive Strength -- 3.9.1.2 Nominal Flexural Strength -- 3.9.1.2.1 Tubular Round Members -- 3.9.1.2.2 Multisided Members -- 3.9.1.3 Nominal Shear and Torsional Strengths -- 3.9.1.3.1 Tubular Round Members -- 3.9.1.3.2 Multisided Members -- 3.10 Connections -- 3.10.1 Pole Slip Splices -- 3.10.2 Flange Plates -- 3.10.2.1 Socketed Connections -- 3.10.2.2 Butt-Welded Connections -- 3.11 Components and Attachments -- 3.12 Anchor Rod Strength -- Chapter 4: Fatigue Design -- 4.1 Scope -- 4.2 Symbols -- 4.3 Fatigue Analysis -- 4.4 Fatigue Thresholds -- 4.4.1 Pole Sections -- 4.4.2 Slip Splices -- 4.4.3 Circumferential Welds -- 4.4.4 Welded Attachments -- 4.4.5 Reinforced Holes and Cutouts -- 4.4.6 Unreinforced Holes and Cutouts -- 4.4.7 Pole-to-Flange Plate Connections -- 4.4.7.1 Effective Center Opening Diameter -- 4.4.7.2 Stiffener Connection with Flange Plates -- 4.4.8 Anchor Rods -- 4.4.9 Bolts -- 4.5 Miscellaneous Fatigue Strength Requirements -- 4.5.1 Pole Cross Sections -- 4.5.2 Holes and Cutouts -- 4.5.3 Flange Plates -- 4.5.4 Butt-Welded Pole-to-Flange Plate Connections -- 4.5.5 Socketed Pole-to-Flange Plate Connections -- 4.5.6 Stiffened Pole-to-Flange Plate Connections -- 4.5.7 Foundations -- Chapter 5: Foundation Design -- 5.1 Scope -- 5.2 Symbols -- 5.3 General -- 5.3.1 Foundation Analysis -- 5.3.2 Longitudinal Reinforcement -- 5.3.3 Transverse Reinforcement -- 5.3.4 Shrinkage and Temperature Reinforcement -- 5.4 Site Investigation -- 5.4.1 Concrete Mix Design -- 5.4.2 Frost Depth -- 5.4.3 Expansive Soil -- 5.4.4 High Water Table -- 5.5 Drilled Shaft and Direct Embed Foundations -- 5.5.1. Direct Embed Effective Foundation Diameter. 5.6 Mat Foundations -- 5.7 Corrosion Control -- 5.7.1 Direct Embed Steel Sections -- 5.7.1.1 Ground Sleeves -- 5.7.2 Direct Embed Precast Concrete Sections -- 5.8 Design Strength of Soil or Rock -- 5.9 Development of Anchor Rods -- 5.9.1 Deformed Anchor Rods -- 5.9.2 Headed Anchor Rods -- 5.10 Seismic Considerations -- 5.10.1 Longitudinal Reinforcement -- 5.10.2 Transverse Reinforcement -- 5.10.3 Batter Piles -- Chapter 6: Fabrication -- 6.1 Scope -- 6.2 General -- 6.3 Materials -- 6.4 Welding -- 6.4.1 Tack Welds -- 6.4.2 Seam Welds -- 6.4.3 Backing -- 6.4.4 Fit-Up -- 6.4.5 Anchor Rods -- 6.4.6 Weld Inspections -- 6.4.6.1 Ultrasonic Testing -- 6.5 Shearing -- 6.6 Burning -- 6.7 Punching Holes -- 6.8 Forming -- 6.9 Galvanizing -- 6.10 Additional Coatings -- 6.11 Fabrication Tolerances -- Chapter 7: Installation -- 7.1 Scope -- 7.2 General -- 7.3 Direct Embed Foundations -- 7.4 Drilled Shaft Foundations -- 7.5 Anchor Rods -- 7.5.1 Anchor Rod Tightening -- 7.6 Pole Slip Splices -- 7.7 Pole Flange Plate Splices -- 7.8 Miscellaneous Bolted Connections -- 7.9 Installation Tolerances -- Chapter 8: Inspections, Assessments, and Maintenance -- 8.1 Scope -- 8.2 Initial Construction Inspections -- 8.3 Periodic Condition Assessments -- 8.3.1 Evaluation of Dents in Steel Poles -- 8.4 Damage Assessments -- 8.5 Additional Examination Requirements -- 8.6 Maintenance -- 8.6.1 Grouted Base Flange Plates -- Appendix A: Geotechnical Investigations -- Appendix B: Damage and Condition Assessment Examples -- Chapter C1: General -- C1.1 Scope -- Chapter C2: Loads -- C2.1 Scope -- C2.3 Classification of Structures -- C2.4 Combinations of Loads -- C2.7.1 Scope -- C2.7.3 General Requirements -- C2.7.5 Strength Design of Supporting Structures -- C2.7.5.2.1 Effective Projected Area of Fixtures -- C2.7.5.3 Design Wind Force Applied to Mounting Systems -- C2.9.1 Scope. C2.9.2 General Requirements -- Chapter C3: Steel Design -- C3.3 Analysis -- C3.4 Design Strength -- C3.5 Materials -- C3.6.3 Anchor Rods -- C3.12 Anchor Rod Strength -- Chapter C4: Fatigue Design -- C4.1 Scope -- C4.3 Fatigue Analysis -- -- C4.4.7.2 Stiffener Connection with Flange Plates -- C4.4.8 Anchor Rods -- C4.4.9 Bolts -- C4.5.6 Stiffened Pole-to-Flange Plate Connections -- Chapter C5: Foundation Design -- C5.3 General -- C5.4 Site Investigation -- C5.10 Seismic Considerations -- Chapter C6: Fabrication -- C6.3 Materials -- C6.4.6 Weld Inspections -- C6.7 Punching Holes -- C6.8 Forming -- C6.9 Galvanizing -- C6.10 Additional Coatings -- Chapter C7: Installation -- C7.2 General -- C7.3 Direct Embed Foundations -- C7.5 Anchor Rods -- C7.5.1 Anchor Rod Tightening -- C7.9 Installation Tolerances -- Chapter C8: Inspections, Assessments, and Maintenance -- C8.1 Scope -- C8.3 Periodic Condition Assessments -- C8.3.1 Evaluation of Dents in Steel Poles -- C8.5 Additional Examination Requirements -- C8.6 Maintenance -- C8.6.1 Grouted Base Flange Plates -- REFERENCES -- INDEX. |
| Record Nr. | UNINA-9910811116903321 |
|
Engineers American Society of Civil
|
||
| , : American Society of Civil Engineers, , 2021 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Standard Guidelines for the Design, Installation, and Operation and Maintenance of Urban Stormwater Systems
| Standard Guidelines for the Design, Installation, and Operation and Maintenance of Urban Stormwater Systems |
| Autore | Engineers American Society of Civil |
| Pubbl/distr/stampa | Reston : , : American Society of Civil Engineers, , 2017 |
| Descrizione fisica | 1 online resource (134 pages) |
| Disciplina | 628.21202187 |
| Collana | Standards Ser. |
| Soggetto topico | Storm sewers - Standards - United States |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-8019-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- CONTENTS -- STANDARD GUIDELINES FOR THE DESIGN OF URBAN STORMWATER SYSTEMS, ANSI/ASCE/EWRI 45-16 -- CONTENTS -- PREFACE -- ACKNOWLEDGMENTS -- CHAPTER 1: SCOPE -- 1.1 Applicable Standards -- CHAPTER 2: DEFINITIONS -- 2.1 General -- 2.2 Terms -- CHAPTER 3: SITE ANALYSIS -- 3.1 Basic Requirements -- 3.1.1 Topography -- 3.1.2 Geography -- 3.1.3 Water Table -- 3.1.4 Geology -- 3.1.5 Water Source -- 3.1.6 Soil Information -- 3.1.6.1 Soil Classification -- 3.1.6.2 Hydraulic Conductivity and Permeability -- 3.1.6.3 Strata and Layers -- 3.1.6.4 Soil/Water Chemistry -- 3.1.6.5 Temperature -- 3.1.6.6 Soil Testing -- 3.1.7 Environmental Factors -- 3.1.7.1 Water Quality -- 3.1.7.2 Flooding -- 3.1.7.3 Wetlands -- 3.1.7.4 Principal or Primary Aquifers -- 3.1.7.5 Hydrology -- 3.1.8 Physical Constraints -- 3.1.9 Land Use -- 3.1.10 Zoning Regulations -- 3.1.11 Other Governmental Regulations -- CHAPTER 4: HYDROLOGY -- 4.1 Quantity -- 4.1.1 Design Points and Return Periods -- 4.1.2 Runoff Determination Methods -- 4.1.2.1 Statistical Methods -- 4.1.2.2 Regional Methods -- 4.1.2.3 Transfer Methods -- 4.1.2.4 Rainfall Runoff Methods -- 4.1.3 Design Rainfall -- 4.1.4 Rainfall Abstraction -- 4.1.5 Runoff Hydrographs -- 4.1.6 Rational Method -- 4.1.6.1 Assumptions -- 4.1.6.2 Runoff Coefficient -- 4.1.7 Time of Concentration -- 4.1.7.1 Sheet Flow -- 4.1.7.2 Shallow Concentrated Flow -- 4.1.7.3 Open Channel Flow -- 4.1.8 Hydrograph -- 4.1.9 Calibration -- 4.1.10 Historical Information -- 4.2 Water Quality -- 4.2.1 Pollutant Sources -- 4.2.2 Water Quality Impacts -- 4.3 Rainfall Runoff Computer Models -- CHAPTER 5: NONSTRUCTURAL CONSIDERATIONS -- 5.1 Wetlands -- 5.2 Floodplains -- 5.3 Forests and Riparian Buffers -- 5.4 Stream Bank Assessment -- 5.5 Site Planning -- CHAPTER 6: SYSTEM CONFIGURATION -- 6.1 Collection System Types -- 6.1.1 Pipes or Conduits.
6.1.2 Inlet Structures -- 6.1.3 Drainage Ways -- 6.1.4 Streets -- 6.1.5 Flow Controls -- 6.1.6 Retention/Detention Facilities -- 6.1.6.1 Wetlands -- 6.1.6.2 Impoundments -- 6.2 Special Structures -- 6.2.1 Pumping Stations -- 6.2.2 Vaults -- 6.2.3 Manholes -- 6.2.4 Cleanouts -- 6.2.5 Equipment Access Shafts -- 6.3 Applications -- 6.3.1 Location Requirements -- 6.3.2 Site Restrictions -- CHAPTER 7: HYDRAULIC DESIGN -- 7.1 Hydraulic Principles -- 7.1.1 Flow Classification. -- 7.1.2 Energy Principle. -- 7.1.3 Momentum Principle. -- 7.1.4 Conservation of Mass. -- 7.2 Elements of Hydraulic Analysis -- 7.2.1 Normal Depth -- 7.2.2 Water Surface Profile Classification -- 7.2.3 Hydraulic Jump -- 7.2.4 Hydraulic Head Losses Because of Friction -- 7.2.5 Form Losses -- 7.2.5.1 Transition Losses -- 7.2.5.2 Pipe Junction Losses -- 7.2.5.3 Bend Losses -- 7.3 Hydraulic Structures -- 7.3.1 Stormwater Inlets -- 7.3.2 Culverts -- 7.3.2.1 Opening Size Determination -- 7.3.2.1.1 Flood Flow Determination -- 7.3.2.1.2 Downstream Hydraulic Conditions -- 7.3.2.1.3 Culvert Hydraulic Design -- 7.3.2.2 Special Considerations -- 7.3.2.2.1 Flow Continuity -- 7.3.2.2.2 Stone Riprap Outlet Design -- 7.3.2.2.3 Joint Design -- 7.3.2.2.4 Utility Interference -- 7.3.2.2.5 Standard Details -- 7.3.2.2.6 Safety Considerations -- 7.3.2.2.7 Freeboard -- 7.3.2.2.8 Flow over Top of Road -- 7.3.2.2.9 Special Hydraulic Losses -- 7.3.3 Bridges -- 7.3.4 Spillways and Drop Structures -- 7.3.5 Energy Dissipation and Outlet Structures -- 7.3.5.1 Straight Drop Spillways -- 7.3.5.2 Flip or Roller Bucket Spillways -- 7.3.5.3 Impact Stilling Basin -- 7.3.5.4 Hydraulic Jump Stilling Basins -- 7.3.5.5 Baffled Chute Spillway -- 7.3.5.6 Energy Dissipating Headwalls -- 7.3.6 Open-Channel Linings -- 7.3.6.1 Vegetated Channels -- 7.3.6.2 Lined Channels. 7.3.6.3 Mortared Masonry, Poured Concrete and Metal or Plastic Prefabricated Channels -- 7.3.7 Pumps -- 7.3.7.1 Vertical Pumps -- 7.3.7.2 Submersible Pumps -- 7.3.7.3 Centrifugal Pumps -- 7.3.7.4 Screw Pumps -- 7.3.7.5 Volute or Angle Flow Pumps -- 7.3.7.6 Discharge Conduits -- 7.3.7.7 Stormwater Pumping Station Design -- 7.3.7.7.1 Introduction -- 7.3.7.7.2 Generalized Solution -- 7.3.7.7.3 Comparison to Other Methods -- 7.3.7.7.4 Pump Operation -- 7.3.7.7.5 Example -- 7.3.7.7.6 Extension of the Method -- 7.3.7.7.7 More Generally -- 7.4 Hydraulic Analysis Procedures -- 7.5 Flow Routing -- 7.5.1 Muskingum Method or the Kinematic Wave Technique -- 7.5.2 Modified Kinematic Wave Routing Method -- 7.5.3 Modified Puls Method -- 7.6 Computer Models -- CHAPTER 8: STRUCTURAL DESIGN OF STORMWATER SYSTEMS -- 8.1 Loading -- 8.1.1 Dead Loads -- 8.1.1.1 Soil Loads -- 8.1.1.2 Pipe Weight -- 8.1.1.3 Internal Fluid Weight -- 8.1.1.4 Foundation Loads -- 8.1.1.5 Surcharge Loads -- 8.1.2 Live Loads -- 8.1.2.1 Highway Loadings -- 8.1.2.2 Train Loads -- 8.1.2.3 Aircraft Loads -- 8.1.2.4 Internal Hydraulic Transient Loads -- 8.1.3 Construction Loads -- 8.1.4 Jacking Loads -- 8.1.5 Other Loads -- 8.2 Embedment -- 8.3 Pipe and Culvert Structural Requirements -- 8.3.1 Concrete Pipe -- 8.3.1.1 Concrete Pipe Design -- 8.3.1.2 Standard Installations -- 8.3.1.3 Indirect Design Method -- 8.3.1.4 Direct Design Method -- 8.3.1.4.1 Pressure Distributions -- 8.3.1.4.2 Design Method -- 8.3.2 Flexible Pipe -- 8.3.2.1 Metal Pipe -- 8.3.2.1.1 Ring Compression Design -- 8.3.2.1.2 Allowable Stresses -- 8.3.2.1.3 Limitations of Steel Pipe with Longitudinal Seams -- 8.3.2.1.4 Standard Product Selection -- 8.3.2.2 Plastic Pipe Design -- 8.3.2.2.1 Deflection -- 8.3.2.2.2 Buckling -- 8.3.2.2.3 Bending -- 8.3.3 Box Culverts -- 8.3.3.1 Structural Plate Box Culverts. 8.3.3.2 Reinforced Concrete Box Culvert, Precast -- 8.3.3.3 Reinforced Concrete Box Culvert, Cast-in-Place -- 8.3.4 Pipe Joints -- 8.3.5 Trenchless Technology -- 8.3.5.1 Tunneling -- 8.3.5.2 Lining -- 8.3.6 Geosynthetics -- 8.4 Pipe Appurtenances and Other Structures -- 8.4.1 Pipe Appurtenances -- 8.4.2 Other Structures -- CHAPTER 9: MATERIALS -- 9.1 Environmental Considerations -- 9.2 Economic Considerations -- 9.3 Pipe and Culvert Materials -- 9.3.1 Rigid Pipe -- 9.3.1.1 Concrete Pipe -- 9.3.2 Metal Pipe -- 9.3.3 Thermoplastic Pipe -- 9.3.3.1 Acrylonitrile-Butadiene-Styrene (ABS) Pipe -- 9.3.3.2 Polyethylene (PE) Pipe -- 9.3.3.3 Polyvinyl Chloride (PVC) Pipe -- 9.3.4 Box Culverts -- 9.3.4.1 Reinforced Concrete Box Culverts, Precast -- 9.3.4.2 Structural Plate Box Culverts -- 9.3.5 Pipe Joints -- 9.4 Other Materials and Products -- CHAPTER 10: REGULATIONS AND PERMITS -- 10.1 Regulations -- 10.1.1 Urban Stormwater Systems -- 10.1.2 Urban Surface Drainage Systems -- 10.2 Permits -- 10.2.1 Contract Documents -- 10.2.2 Terms and Provisions -- CHAPTER 11: REFERENCES -- 11.1 Cited References -- 11.2 General References -- STANDARD GUIDELINES FOR THE INSTALLATION OF URBAN STORMWATER SYSTEMS, ANSI/ASCE/EWRI 46-16 -- CONTENTS -- FOREWORD -- ACKNOWLEDGMENTS -- CHAPTER 1: SCOPE -- CHAPTER 2: DEFINITIONS -- CHAPTER 3: CONTRACT DOCUMENTS -- 3.1 Plans -- 3.2 Specifications -- 3.3 Other -- CHAPTER 4: PRECONSTRUCTION SITE INSPECTION -- 4.1 Surface Features -- 4.2 Subsurface Features -- 4.2.1 Utilities -- 4.2.2 Geologic Conditions -- CHAPTER 5: CONSTRUCTION -- 5.1 Safety -- 5.2 Soil Erosion and Sediment Control -- 5.3 Site Preparation -- 5.4 Materials Receiving, Handling, and Storage -- 5.5 Line and Grade -- 5.6 Excavation -- 5.6.1 Excavation Limits -- 5.6.2 Handling of Excavated Material -- 5.6.3 Sheathing and Shoring -- 5.6.3.1 Trench Boxes with Subtrench. 5.6.3.2 Trench Boxes without Subtrench -- 5.6.4 Dewatering -- 5.7 Foundation Preparation -- 5.8 Placement of Drainage Materials -- 5.8.1 Pipe -- 5.8.2 Geocomposite Drainage Materials -- 5.8.3 Other Drainage Materials -- 5.9 Backfill -- 5.10 Site Restoration -- CHAPTER 6: INSPECTION -- 6.1 Inspection of Materials -- 6.1.1 Prefabricated or Premanufactured Components -- 6.1.2 Bedding, Backfill, and Envelope Materials -- 6.1.3 Storage of Materials -- 6.2 Inspection of Equipment -- 6.2.1 Safety -- 6.2.2 Suitability and Conformance -- 6.3 Inspection of Construction -- 6.3.1 Sequencing -- 6.3.2 Construction Layout -- 6.3.3 Excavation and Dewatering -- 6.3.4 Construction -- 6.3.5 Backfilling -- 6.3.6 Televising -- 6.3.7 Testing -- 6.4 Acceptance of Construction -- 6.5 Recording Observations -- 6.6 Record Drawings -- CHAPTER 7: REFERENCES -- APPENDIX A: INSPECTOR'S CHECKLIST FOR PRELIMINARY INSPECTION ACTIVITIES -- APPENDIX B: INSPECTOR'S CHECKLIST FOR CONSTRUCTION PROCEDURES -- STANDARD GUIDELINES FOR THE OPERATION AND MAINTENANCE OF URBAN STORMWATER SYSTEMS, ANSI/ASCE/EWRI 47-16 -- CONTENTS -- FOREWORD -- ACKNOWLEDGMENTS -- CHAPTER 1: SCOPE -- CHAPTER 2: DEFINITIONS -- CHAPTER 3: OPERATION AND MAINTENANCE PLAN -- 3.1 Scope -- 3.2 Responsibilities -- 3.3 Design Criteria -- 3.4 Scheduled Procedures -- 3.5 Unscheduled Operating Procedures -- 3.5.1 Line Blockage -- 3.5.2 Control Structure Blockage -- 3.5.3 Manholes and Catch Basin Blockage -- 3.5.4 Other Urban Stormwater System Components -- 3.6 Preventive Maintenance Procedures -- 3.6.1 Checklists -- 3.6.2 Annual System Inspections -- 3.7 Safety -- 3.7.1 Structures -- 3.7.2 Mechanical -- 3.7.3 Electrical -- 3.7.4 Underground Procedures -- 3.7.5 Other Safety Considerations -- CHAPTER 4: WATER QUALITY -- 4.1 Environmental Indicators -- 4.2 Water Quality Standards -- CHAPTER 5: PERIODIC INSPECTION. 5.1 Underground Safety. |
| Record Nr. | UNINA-9910466235603321 |
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Engineers American Society of Civil
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| Reston : , : American Society of Civil Engineers, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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