ASCE Pipelines2008 2008
$59.58
Pipelines 2008 – Pipeline Asset Management, Maximizing Performance of our Pipeline Infrastructure
| Published By | Publication Date | Number of Pages |
| ASCE | 2008 | 1342 |
This collection contains 135 papers presented at the ASCE International Pipelines Conference, held in Atlanta, Georgia, July 22-27, 2008. Sponsored by the Pipeline Division of ASCE.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 6 | Table of Contents Planning, Design, and Construction (Renewal) |
| 18 | Session A1 Bridge the San Joaquin River—One Challenge in 37 Mile Pipeline |
| 27 | Buckling of Unconfined and Confined Thin-Walled Steel Cylinders under External Pressure |
| 37 | Field Measurement and Numerical Analysis for Buried Large Diameter Steel Pipes |
| 47 | Pre-Construction Drillability Assessment for Horizontal Directional Drilling in Rock |
| 57 | Session A2 Implementing Water Main Renovation |
| 69 | Submerge Pipeline under the Karun River by Artificial Intelligence Design of Spinal Cords Behavior and Physical Model |
| 79 | Subsurface Utility Engineering for Highway Construction |
| 89 | Session A3 A Proactive Approach to the Rehabilitation of an Aging Brick Sewer Infrastructure in Newark, New Jersey |
| 99 | Seismic Design of Bell-and-Spigot Joints for Large Diameter Steel Pipe |
| 111 | Trenchless Technology Applied to Degraded Gravity Concrete Outfall Sewer to Avoid Collapse |
| 117 | Session A4 Developing Predictable Cost Curves for Urban Transmission Projects |
| 126 | Selecting the Best Pipeline Route Based on Facts Not Feelings |
| 135 | Fusible Polyvinylchloride Pipe in Municipal Applications: A Canadian Perspective |
| 145 | Session A5 A Happy Ending after Eight Catastrophic Failures: Wichita Falls’ Experience with Condition Assessment |
| 152 | Longitudinal Stresses in Pressure Pipeline Design—A Critical Review |
| 164 | Stockton Delta Water Project Pipeline Design Challenges |
| 174 | Session A6 Axial Joint Design for Welded Buried Steel Pipe |
| 184 | Design and Construction of Large Diameter Pipelines at a Major Southern California Water Treatment Facility |
| 194 | Leak Induced Settlement of Buried Pipelines in Collapsible Soil |
| 204 | Session A7 Changes to North American PVC Pressure Pipe Standards |
| 214 | Flowable Fill and the Ridges Basin Inlet Conduit |
| 224 | Pipe Thrust Restraint in Treatment Plant Applications |
| 234 | Session A8 Installation of Gravity Sewers Using Horizontal Directional Drilling (HDD) |
| 244 | Lateral Pipe Bursting Focus for Inflow and Infiltration in Sanitary Sewer Systems |
| 250 | Ultrasonic Inspection System for Wastewater Concrete Pipes |
| 260 | Session B1 A Discussion of E’ versus Depth |
| 270 | Research on Detection to Long Distance and Super Deep Pipeline Installed by HDD |
| 278 | Subsurface Utility Engineering: A Technology-Driven Process That Results in Increased Safety, Fewer Design Changes, and Lower Costs |
| 285 | Utility Asset Management through a Joint-Use Pipeline Network for Cables |
| 294 | Session B2 Design of a 120 in.-Diameter Steel Bifurcation with a Small Acute Angle for a High- Pressure Penstock |
| 304 | Probabilistic Soil-Structure Interaction Model for Pipe-Jacking Force Analysis |
| 314 | Shaking Table Experiments on Lightweight Thrust Restraint for Buried Bend |
| 324 | Session B3 Horizontal Directional Drilling—Sharing an Inaugural Experience |
| 336 | Pipeline Asset Management: Initial Investigative Foray into the Las Vegas Valley Water District (LVVWD) Steel Pipeline System |
| 348 | Lessons Learned from Pomerado Pipeline 4 Rehabilitation |
| 358 | Planning, Design, and Construction (New Construction) Session B4 Ponce de Leon Combined Sewer System Separation Planning, Design, and Construction |
| 369 | Potholing from a Contractor’s Perspective |
| 378 | The Design and Performance of Pressure Pipe Liners under Static and Cyclic Loading |
| 388 | Session B5 Best Practices for Owner QA and QC Procedures for Large Diameter Pipelines |
| 399 | Full Scale Test Installation for Reinforced Concrete Pipe |
| 409 | Utilizing Horizontal Directional Drilling to Deal with Deep Scour and Severe Environmental Restrictions in a 1700-Foot River Crossing |
| 419 | Session B6 Fabrication of Welded Steel Wye Branches |
| 434 | Planning for Regional Water Supply Needs in Florida through an Integrated Loop Pipeline System |
| 444 | The City of Atlanta: Microtunneling Projects Using Vitrified Clay Jacking Pipe |
| 454 | Session B7 Design and Construction of the St. Rose Sanitary Sewer Phase I: Henderson, Nevada |
| 464 | NCPI/NYC Research Project—An Evaluation of Four Bedding Systems |
| 478 | Bringing Carbon Fiber Lining Design and Practices to the Next Level |
| 487 | Session B8 Guaranteeing Zero Leakage on a New 20 Mile Pipeline: TRWD’s 350 MGD Eagle Mountain Connection Project |
| 498 | How a Small Agency Manages a Mega Pipeline Project—A Success Story |
| 508 | New Thrust Restraint Technique Using Geosynthetics for Buried Bend |
| 520 | Asset Management, Risks, and Inspection Session C1 An Integrated Management Approach for Critical Water Mains |
| 530 | Innovation by Evolution: Modern Techniques for Integral Pipe Joint Design |
| 540 | U.S.-China Collaborative Research Directions on Trenchless Technology and Critical Underground Infrastructure Issues |
| 551 | Wavy Imperfections and the Strength of Cast-in-Place Pressure Pipe Liners |
| 561 | Session C2 A Lifetime Prediction Methodology for a Comprehensive Pipeline Risk Management System |
| 572 | Experimental Investigation of Stress-Strain State of the Thin-Walled Steel Pipe Subjected to Combined Loads |
| 583 | Session C3 Asset Management Applied to Trenchless Sewer Repair (Life Cycle Cost Impact on Property Tax) |
| 591 | Evaluation of an Un-Tethered Free-Swimming Acoustic Leak Detection Technology |
| 601 | Integration of Geographic Information System and Probabilistic Analysis for Optimized Pipe Infrastructure Decisions |
| 613 | Session C4 Digital Pipeline Image Scanning and Intelligent Data Management for Sewer Pipelines |
| 624 | Scattergraph Principles and Practice: Evaluating Pump Stations, Inverted Siphons, and Other Related Structures |
| 632 | Spatial Analysis Using GIS to Study Performance of Highway Culvers in Ohio |
| 642 | Session C5 Assessing Pipe Condition and Risk in Portland, Oregon’s Distribution System |
| 652 | Managing Risk to Groundwater Wells during Pump Station and Pipeline Construction—The Walnut Lake Project |
| 662 | Modeling of Stress Corrosion Cracking in Plastic Pipes |
| 672 | Session C6 Asset Management and Nondestructive Evaluation of Force Mains in New York City |
| 683 | City of Rochester, NY Conduit Planning Study: Rush Reservoir to City Reservoirs |
| 693 | NACE International Water and Wastewater Advisory Council |
| 697 | Session C7 Achieving a More Complete View of the Subsurface with 3D Underground Imaging |
| 707 | Practical Asset Management and Monitoring Saves Millions on Problematic 60″ and 96″ PCCP Mains |
| 715 | Trenchless Renewal of Culverts and Storm Sewers |
| 723 | Hydraulic Design Session D1 Developing a Closing Rule Curve for Valves in Pipelines to Control the Water Hammer Impacts: Application of the NSGA-II Optimization Model |
| 733 | Field Data for the Calibration of a Hydraulic Model |
| 745 | Step by Step Evaluation of Hydrofracture Risks for Horizontal Directional Drilling Projects |
| 755 | Transient Pressure Monitoring in El Paso |
| 764 | Session D2 Clustered Models for the Integration of Sewer Condition Classification Protocols |
| 775 | Seismic Vulnerability of a Natural Gas Pipeline Network |
| 785 | Transient Control for a Multiple Booster Pumping Station and Transmission Pipeline System—Design, Testing, Adjustment, and Operation |
| 795 | Session D3 Assessing Performance of a Water Transmission System Using an Inverse Transient Method |
| 803 | Hydraulic Transient Considerations in Conceptual Design |
| 811 | The Lake Marion Regional Water System: Planning a Regional Water System to Spur Economic Development |
| 820 | Session D4 “Carpet Center of the World” Is Guaranteed a Long Term Water Supply |
| 826 | Optimization of Water Tanks Size and Location on Networks |
| 837 | When Modeling Isn’t Enough |
| 844 | Session D5 City of Phoenix Superior Pipeline PCCP Investigation and Assessment |
| 852 | Settlement Prediction and FEM Analysis of Culvert Section under High-Filled Embankment |
| 861 | The Importance of Valves to Asset Management and Pipeline Performance |
| 869 | Session D6 Design of a New Parallel Lake Water Intake for the Champlain Water District in South Burlington, Vermont |
| 880 | Planning: Key to Minimizing Impacts to the Texas Medical Center |
| 890 | Private Property Virtual Library: Helping to Connect Useful Resources to Those Who Need It |
| 896 | Session D7 A Field Study of HDD Installed Ductile Iron Pipe |
| 906 | City of Phoenix Superior Pipeline PCCP Failure and Emergency Repair |
| 911 | Water Loss Levels from Transmission Mains in Urban Environments |
| 921 | Durability, Operation, Maintenance Session E1 An Independent Evaluation of the Effectiveness of Polyethylene Encasement as a Corrosion Control Measure for Ductile Iron Pipe |
| 928 | Assessing Sanitary Sewer Systems through Basin Characterization |
| 937 | Evaluating Alternative Alignments and Maximizing Existing Sewer Capacities Results in Cost Savings for Sewer Improvements at the Design Level |
| 945 | Municipal Infrastructure Capital Improvement Planning—A Software Based Solution Better Than the Etch A Sketch |
| 951 | Session E2 Inspection, Failure Risk Analysis, and Repair of Cooling-Water Lines in One Outage |
| 961 | Minimising Streetworks Disruption by Mapping the Underworld |
| 973 | Rehab—Not Just for Celebrities Anymore: Optimizing Sewer Pipeline Rehab through a Unique Approach |
| 982 | Session E3 Polyethylene Encasement as an Asset Preservation Method for Ductile Iron Pipe |
| 992 | Safe Work Practice and Equipment Required for the Successful Rehabilitation of PCCP Using a Carbon Fiber Reinforced Polymer (CFRP) Strengthening System |
| 1002 | San Jose Trunk Sewer Inspection and Assessment |
| 1012 | Session E4 An Empirical Model for the Prediction of Structural Behavior of Wastewater Collection Systems |
| 1024 | Applications of Non-Destructive Evaluation (NDE) in Pipeline Inspection |
| 1034 | Welding Considerations for Stainless Steel Pipe |
| 1041 | Session E5 Condition Assessment of a 66-Inch Diameter PCCP Raw Water Transmission Main |
| 1053 | Inline CCTV Inspections of In-Service Pressurized Water Mains |
| 1063 | Wastewater Asset Management at the City of Edmonton, Alberta |
| 1073 | Session E6 Effect of Over-Insertion and Over-Deflection on the Integrity of PVC Pressure Pipe: Numerical and Experimental Analysis |
| 1083 | Instrumentation of a Section of AC Pipe in Expansive Soil |
| 1093 | Pipeline Condition Assessment by Physical Evaluation |
| 1101 | Session E7 Collection System Improvements to Effectively Reduce SSOs |
| 1114 | Plastic Pipeliner Long-Term Design: How to Accommodate Creep |
| 1128 | Future, Corrosion, Education, and Case Studies Session F1 Analysis of Delay Causes for Pipeline Projects in Sewage System: Taiwan Cases |
| 1138 | Cost of Underground Infrastructure Renewal: A Comparison of Open-Cut and Trenchless Methods |
| 1149 | Impact of Hurricanes on Buried Infrastructure Networks—A Case History |
| 1162 | Trenchless Installation of Restrained-Joint PVC Wastewater Pipe in Broomfield Colorado County Park |
| 1171 | Session F2 AC Enigma: Using Opportunistic Sampling to Assess Asbestos-Cement Water Main Performance in Winnipeg |
| 1181 | Evaluation of Alternative Alignments and Maximizing Existing Sewer Capacities at the Master Plan Level: Cost Savings for Sewer Improvements Are Achieved |
| 1191 | Scattergraph Principles and Practice: Peeling the Onion—Evaluating the Accuracy of Flow Monitor Data |
| 1199 | Session F3 Addressing Construction Issues Resulting from a Contractor’s Bankruptcy Declaration |
| 1207 | Quality Control of Carbon Fiber Composite System Repairs of PCCP from the Inspector’s Viewpoint |
| 1217 | Use of Native Soil in Place of Aggregate in Controlled Low Strength Material (CLSM) |
| 1230 | Session F4 Large Diameter HDD Pipe Installations and HDD Assist Techniques |
| 1238 | Lessons Learned from Failure of a Large Diameter Water Pipeline |
| 1250 | The Present Conditions and Sustainability of Underground Infrastructure Asset Management in Mainland China |
| 1258 | Session F5 Development of PCCP Wire Breaks Prediction Model Using Artificial Neural Networks |
| 1269 | Pipe Vision: Condition Based Assessment of a South Florida Sewage Force Main |
| 1290 | The Pursuit of Infiltration and Inflow Reduction Case Study Documents Quantifiable Success |
| 1300 | Session F6 Lessons Learned from a 66-Inch PCCP Break in San Diego |
| 1309 | Pipe Selection for Transient Control and Energy Savings |
| 1316 | Session F7 GIS Applications for Spatial Analysis of Water Distribution Pipeline Breakage and Condition Assessment Data |
| 1326 | Insights Gained from October 2006 Failure of the Homestake Pipeline |
| 1336 | Pipelines and Light Rail Transit: A Pipeline Owner’s Guide to Stray Current |
