“Proceedings of the 2009 Pipeline Division Specialty Congress, held in San Diego, California, August 15-19, 2009. Sponsored by the Pipeline Division of ASCE. This collection contains 147 papers on pipeline engineering that reflect the conference theme, Infrastructure\u00e2\u20ac\u2122s Hidden Assets. The papers in this collection focus on sustainable infrastructure, with an emphasis on managing existing assets and examining advances in pipeline rehabilitation, risk management, safety, and pipeline engineering and construction.”<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | Workshop: Asset Management\u2014 Different Perspectives Developing a Long Term Pipeline Monitoring Program <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | Using GPS to Improve Data Collection on the Prairie Waters Pipeline <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | Infrastructure Assessment\/Monitoring I Acoustic Fiber Optic Monitoring: How It Is Changing the Remaining Service Life of the Water Authority\u2019s Pipelines <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Continuity Testing of the Rampart and Homestake Pipelines <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | Use of Acoustic Monitoring Data for PCCP Condition Assessment <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | Assessing 380km of PCCP Using Acoustic Monitoring\u2014Comparison of Technologies <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | Unmanned RFTC Inspection of Large Diameter Pipe <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | Comparison of RFTC and P-Wave Tests Performed on the Rampart 54-Inch PCCP Raw Water Pipeline <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | WSSC Reliability Management <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | In Situ Strength and Condition Assessment of PCCP Pipe <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | Phased Condition Assessment Program for a Challenging Condition Assessment Project on a 13 Mile, 36-Inch PCCP Effluent Main <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | Video and Sonar Inspection Guides Rehabilitation of the Coronado Transbay Sewer Force Main <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | Coming Down the Pipeline: Asset Management of PCCP Conveyance Systems <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | Liquid Assets: The Story of Our Water Infrastructure System Produced by WPSU\u2014Penn State Public Broadcasting <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | The Need to Proceed: Condition Assessment of 60-Inch PCCP in Houston, Texas <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | 96-Inch Sewer Replacement or Renewal: A Case History <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | Optimizing an Asset through Cleaning and Inspection: The Miramar Trunk Sewer <\/td>\n<\/tr>\n | ||||||
| 200<\/td>\n | Most Pipeline Failures Can Be Prevented by Proper Inspection <\/td>\n<\/tr>\n | ||||||
| 216<\/td>\n | Several Failures of a 16-Inch PVC Transmission Main within 12 Years <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | The Riverdale Outlet Sewer Replacement: A Case Study in Auger Boring and Cured-in-Place Pipe <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | Condition Assessment for Aging Water Transmission Pipeline and Implementation of Replacement Priorities <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | Evaluation of Non-Destructive Methods for Condition Assessment of Culverts and Their Embedment <\/td>\n<\/tr>\n | ||||||
| 254<\/td>\n | Key Elements in Establishing a Successful Sewer and Inspection Assessment Program\u2014The City of La Mesa <\/td>\n<\/tr>\n | ||||||
| 267<\/td>\n | In-Service Inspection of Wastewater Force Mains <\/td>\n<\/tr>\n | ||||||
| 279<\/td>\n | Assessment of Buried Pipeline Performance during the 1999 Duzce Earthquake, Turkey <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | Acoustic Methods for Determining Remaining Pipe Wall Thickness in Asbestos Cement and Ferrous Pipes <\/td>\n<\/tr>\n | ||||||
| 300<\/td>\n | AC Pipe in North America: Rehabilitation\/Replacement Methods and Current Practices <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | Sewer Sociology\u2014San Diego Metropolitan Area <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | Infrastructure Assessment\/Monitoring II Managing and Monitoring Internal Corrosion on Ductile Iron Pipe Force Mains <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | Getting the Most Out of a Test Pit Program for a Preliminary Investigation on the Puerto Nuevo Effluent Pipeline <\/td>\n<\/tr>\n | ||||||
| 346<\/td>\n | Unique Cathodic Protection Design for the Expansion of the 500 Million Gallon per Day Trinity River Pump Station <\/td>\n<\/tr>\n | ||||||
| 362<\/td>\n | New Findings in Hydrogen Sulfide Related Corrosion of Concrete Sewers <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | Phased and Focused Approach for Water Pipeline Corrosion Assessment <\/td>\n<\/tr>\n | ||||||
| 383<\/td>\n | Economic Considerations of Corrosion Control Strategies for Water and Wastewater Transmission Pipelines <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | Comparison and Analysis of Water Main Performance Models <\/td>\n<\/tr>\n | ||||||
| 412<\/td>\n | Identifying Appropriate Means and Methods for Locating Buried Utilities <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | 48-Inch Plant Effluent Pipeline: Twelve Miles in Twenty-Six Days <\/td>\n<\/tr>\n | ||||||
| 430<\/td>\n | Simplified GIS for Water Pipeline Management <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | GIS Data Conversion and System Integration, City of La Mesa, California <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | Standard Pipe Data Model for Water and Wastewater Utilities <\/td>\n<\/tr>\n | ||||||
| 457<\/td>\n | Condition Assessment Challenges in a Mountain Canyon: Ogden, Utah Case Study <\/td>\n<\/tr>\n | ||||||
| 462<\/td>\n | Condition Assessment and Repair of a 40-Year Old Aqueduct <\/td>\n<\/tr>\n | ||||||
| 476<\/td>\n | Wastewater Forcemain Assessment at Dallas Water Utilities <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | Precise Leak Detection Technology for Assessing the Condition of Bulk Water Pipelines in South Africa <\/td>\n<\/tr>\n | ||||||
| 496<\/td>\n | Sewerage and Water Board of New Orleans: Water Loss Control Program <\/td>\n<\/tr>\n | ||||||
| 507<\/td>\n | Application of Advanced Leak Detection Technologies in Portugal <\/td>\n<\/tr>\n | ||||||
| 517<\/td>\n | Evaluating In-Service Force Mains with Air Pocket and Leak Detection Technology <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | Advances in Acoustic Methods for Locating Leaks in Plastic Pipe and Trunk Mains <\/td>\n<\/tr>\n | ||||||
| 542<\/td>\n | Leak Detection Survey for a Large Diameter Water Transmission Main: City of Calgary <\/td>\n<\/tr>\n | ||||||
| 550<\/td>\n | Leak Detection Management of Allentown\u2019s 100 Year-Old Transmission Main <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | Extended Distance Fiber Optic Monitoring for Pipeline Leak and Ground Movement Detection <\/td>\n<\/tr>\n | ||||||
| 572<\/td>\n | Condition Assessment of Existing Steel Suction Piping at the Trinity River Pump Station <\/td>\n<\/tr>\n | ||||||
| 598<\/td>\n | Leak Detection in Transportation Pipelines Using Feature Extraction and KNN Classification <\/td>\n<\/tr>\n | ||||||
| 608<\/td>\n | Construction I A 144-Inch-Diameter Composite Steel-and-Concrete Tunnel Liner Designed for External Heads Up to 1200 Feet <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | Lessons Learned from a 72-Inch Pipeline Reline in San Diego <\/td>\n<\/tr>\n | ||||||
| 628<\/td>\n | Lake Tawakoni Water Supply Project Construction Management\u2014Engineers as Resident Representatives <\/td>\n<\/tr>\n | ||||||
| 639<\/td>\n | SCOP: The SCOP of Things to Come; Innovative Project Delivery Method Sets the Stage for Success <\/td>\n<\/tr>\n | ||||||
| 649<\/td>\n | Challenges in the Design and Construction of Water Importation Projects <\/td>\n<\/tr>\n | ||||||
| 659<\/td>\n | Conflict Resolution: Unique Design Solves a Complex Sewer Issue in Phoenix <\/td>\n<\/tr>\n | ||||||
| 667<\/td>\n | Applications of Controlled Low-Strength Materials (CLSM) National Enrichment Facility, Eunice, New Mexico <\/td>\n<\/tr>\n | ||||||
| 676<\/td>\n | Design and Construction of the Cat to Miller Reservoir Interconnect Pipeline <\/td>\n<\/tr>\n | ||||||
| 686<\/td>\n | Uniform Soil Groups for Pipe Installation <\/td>\n<\/tr>\n | ||||||
| 697<\/td>\n | Emerging Use of Plastic (HDPE) Pipe in Dynamic Municipal Water Systems and Trenchless Technologies for Improved Infrastructure Performance <\/td>\n<\/tr>\n | ||||||
| 707<\/td>\n | Saving Millions and Avoiding Disaster\u2014The O\u2019Hare Hot Tap Project <\/td>\n<\/tr>\n | ||||||
| 718<\/td>\n | Keeping Water and Traffic Flowing during Replacement of a Critical Regional Pipeline <\/td>\n<\/tr>\n | ||||||
| 729<\/td>\n | Solid Can Slip Lining of Phoenix\u2019s Superior Waterline <\/td>\n<\/tr>\n | ||||||
| 739<\/td>\n | Cured-in-Place Piping: The Question of External Point Repairs <\/td>\n<\/tr>\n | ||||||
| 749<\/td>\n | Implementing a Successful I&I Removal Program in Fort Lauderdale, FL <\/td>\n<\/tr>\n | ||||||
| 759<\/td>\n | Annular Flow in Lined Pipelines <\/td>\n<\/tr>\n | ||||||
| 770<\/td>\n | Testing of Rigid Polyurethane Spray-On Lining under Internal Pressure <\/td>\n<\/tr>\n | ||||||
| 783<\/td>\n | Horizontal Directional Drilling Pipeline Design and QA\/QC Using the BoreAid Software Program <\/td>\n<\/tr>\n | ||||||
| 793<\/td>\n | Plastic (HDPE) Pipe for Water Main Projects Is Growing\u2026 Solving Problems, Changing Attitudes, Saving Money, and Even Creating Local Heroes! <\/td>\n<\/tr>\n | ||||||
| 803<\/td>\n | Using Trenchless Construction and Upfront Planning to Minimize Public Impacts during Rehabilitation of a 16-Inch PVC Recycled Water Transmission Main <\/td>\n<\/tr>\n | ||||||
| 814<\/td>\n | Field Validation of Installation Loads on Horizontal Directionally Drilled Fusible PVC Pipe <\/td>\n<\/tr>\n | ||||||
| 824<\/td>\n | Rehabilitation of an Existing 114-Inch Corrugated Metal Storm Sewer Trunkline <\/td>\n<\/tr>\n | ||||||
| 830<\/td>\n | Collapse of an 8-ft Diameter Brick Sewer in Leeds, England <\/td>\n<\/tr>\n | ||||||
| 840<\/td>\n | Construction Challenges for an 84-Inch Pipeline: TRWD\u2019s Eagle Mountain Connection Project <\/td>\n<\/tr>\n | ||||||
| 853<\/td>\n | Construction II Productivity Analysis of Horizontal Directional Drilling <\/td>\n<\/tr>\n | ||||||
| 862<\/td>\n | Advanced Horizontal Directional Drilling Technology for On-Grade Sewer Construction Projects <\/td>\n<\/tr>\n | ||||||
| 873<\/td>\n | Phoenix is Bursting with More Capacity <\/td>\n<\/tr>\n | ||||||
| 883<\/td>\n | New Approaches to Trenchless Renewal of Culverts <\/td>\n<\/tr>\n | ||||||
| 894<\/td>\n | Large Diameter Static Pipe Bursting Solution for Replacement of Lined, Large Diameter Ductile Iron Force Main <\/td>\n<\/tr>\n | ||||||
| 900<\/td>\n | Design of a Drop Shaft Pressurized Steel Liner to Connect Pipeline and Tunnel Segments of the Clean Water Coalition\u2019s System Conveyance and Operations Program Effluent Interceptor <\/td>\n<\/tr>\n | ||||||
| 913<\/td>\n | Pipeline Network Maximizes Sustainability of Buried Cable Infrastructure <\/td>\n<\/tr>\n | ||||||
| 923<\/td>\n | Air Valve Sizing and Location: A Prospective <\/td>\n<\/tr>\n | ||||||
| 938<\/td>\n | Improved Design Approach for Buried Flexible Pipe <\/td>\n<\/tr>\n | ||||||
| 947<\/td>\n | Line Stopping for Line Valve Installations on 55-Year-Old Aqueduct <\/td>\n<\/tr>\n | ||||||
| 959<\/td>\n | Design and Application of AWWA Steel Ring Flanges <\/td>\n<\/tr>\n | ||||||
| 969<\/td>\n | Determining the Economic Viability of Directional Drilling <\/td>\n<\/tr>\n | ||||||
| 976<\/td>\n | Composite E\u2032 (Modulus of Soil Reaction) <\/td>\n<\/tr>\n | ||||||
| 988<\/td>\n | White Paper on Thrust Restraint Design of Buried Pipelines: Part 1\u2014Current Practice <\/td>\n<\/tr>\n | ||||||
| 1002<\/td>\n | White Paper on Thrust Restraint Design of Buried Pipelines: Part 2\u2014 Historical Development <\/td>\n<\/tr>\n | ||||||
| 1016<\/td>\n | White Paper on Thrust Restraint Design of Buried Pipelines: Part 3\u2014 Roadmap for Unified Approach <\/td>\n<\/tr>\n | ||||||
| 1027<\/td>\n | Carmel Valley Trunk Sewer: Overcoming Obstacles in Infrastructure Replacement <\/td>\n<\/tr>\n | ||||||
| 1037<\/td>\n | A Review on Scour Modeling below Pipelines <\/td>\n<\/tr>\n | ||||||
| 1047<\/td>\n | The Weber River Outfall: A Case Study in Concrete Pipe with Custom Cross Sections <\/td>\n<\/tr>\n | ||||||
| 1052<\/td>\n | Pipelines Hanging from Bridges\u2014Unique Design Problems to Overcome, Unique Solutions to Construct <\/td>\n<\/tr>\n | ||||||
| 1064<\/td>\n | New Haven Harbor\u2019s Twin 48-Inch Force Main Crossing <\/td>\n<\/tr>\n | ||||||
| 1081<\/td>\n | Design I Directional Drilling at the World\u2019s Third Largest Airport <\/td>\n<\/tr>\n | ||||||
| 1093<\/td>\n | Improving Operations of Inoperable Valves <\/td>\n<\/tr>\n | ||||||
| 1101<\/td>\n | An Asset Management Definition of Pipe Rehabilitation Success or Failure <\/td>\n<\/tr>\n | ||||||
| 1113<\/td>\n | Nacimiento Water Project: Design and Hydraulics; San Luis Obispo County, California <\/td>\n<\/tr>\n | ||||||
| 1123<\/td>\n | Eastern Municipal Water District\u2014Water Facilities Master Plan <\/td>\n<\/tr>\n | ||||||
| 1133<\/td>\n | Predicting the Location and Duration of Transient Induced Low or Negative Pressures within a Large Water Distribution System <\/td>\n<\/tr>\n | ||||||
| 1143<\/td>\n | Innovative Engineering of a Pipeline through an Active Landslip <\/td>\n<\/tr>\n | ||||||
| 1153<\/td>\n | Pipeline Failure and Replacement in Kazakhstan <\/td>\n<\/tr>\n | ||||||
| 1169<\/td>\n | ASCE Transient Analysis Task Committee <\/td>\n<\/tr>\n | ||||||
| 1174<\/td>\n | New Construction Verification by Measurement of Ovality and Deflection with 3-D LADAR <\/td>\n<\/tr>\n | ||||||
| 1180<\/td>\n | One Agency\u2019s Perspective on a Change from Steel to Plastic Pipe <\/td>\n<\/tr>\n | ||||||
| 1191<\/td>\n | Do the Math\u2014Spiral Welded Steel Pipe is a Good Bet <\/td>\n<\/tr>\n | ||||||
| 1203<\/td>\n | Welded Steel Pipe Lap Joints\u2014An Evolution <\/td>\n<\/tr>\n | ||||||
| 1212<\/td>\n | Corrosion Control Characteristics of Low Density Cellular Concrete Grout for Final Steel Liners for Tunnels <\/td>\n<\/tr>\n | ||||||
| 1223<\/td>\n | Performance of Pipes during Earthquakes <\/td>\n<\/tr>\n | ||||||
| 1234<\/td>\n | Successfully Addressing Regulatory Requirements for Linear Projects: Highlights from the Aurora Water Prairie Waters Project <\/td>\n<\/tr>\n | ||||||
| 1244<\/td>\n | Assessment of Economic Risk in the Repair and Replacement of Prestressed Concrete Cylinder Pipe Used in the Circulating Water System at Great River Energy\u2019s Coal Creek Station <\/td>\n<\/tr>\n | ||||||
| 1250<\/td>\n | Assessing the Risk of Water Utility Pipeline Failures Using Spatial Risk Analysis <\/td>\n<\/tr>\n | ||||||
| 1259<\/td>\n | Strategy for Protecting Aqueducts in the Sacramento-San Joaquin Delta <\/td>\n<\/tr>\n | ||||||
| 1271<\/td>\n | Return on Experience on Tucson Pipe Risk Management System East Bay Municipal Utility District\u2019s Aqueduct System in the Sacramento- San Joaquin Delta: Hazard Evaluation <\/td>\n<\/tr>\n | ||||||
| 1294<\/td>\n | Active Pipeline Encroachment Detector <\/td>\n<\/tr>\n | ||||||
| 1307<\/td>\n | Community Empowerment through Development of Locally Sustainable Drinking Water Sources <\/td>\n<\/tr>\n | ||||||
| 1317<\/td>\n | Refurbishment of the Thirlmere Aqueduct (United Kingdom) <\/td>\n<\/tr>\n | ||||||
| 1330<\/td>\n | Asset Valuation Model for Sewer Pipe Infrastructure System <\/td>\n<\/tr>\n | ||||||
| 1340<\/td>\n | Planning Pipeline Network Infrastructure: Will Technology Revolutionize the Water and Wastewater Industry? <\/td>\n<\/tr>\n | ||||||
| 1350<\/td>\n | Comprehensive Approach to Facility Planning in San Diego County <\/td>\n<\/tr>\n | ||||||
| 1360<\/td>\n | Choice of Pipeline Material: PVC or DI Using a Life Cycle Cost Analysis <\/td>\n<\/tr>\n | ||||||
| 1373<\/td>\n | Working Together: Case Study; Replacement of a Combined Force Main Serving Multiple Municipalities <\/td>\n<\/tr>\n | ||||||
| 1384<\/td>\n | Planning\u2014Baton Rouge, Louisiana Sanitary Sewer Overflow Program <\/td>\n<\/tr>\n | ||||||
| 1392<\/td>\n | Shutting Down a City\u2019s Lifeline <\/td>\n<\/tr>\n | ||||||
| 1402<\/td>\n | Little Rock Wastewater Asset Valuation and Asset Management Development Project <\/td>\n<\/tr>\n | ||||||
| 1409<\/td>\n | Achieving Balanced Sustainable Benefits in Pipeline Conveyance Projects <\/td>\n<\/tr>\n | ||||||
| 1419<\/td>\n | Manufacturing Processes and Prototype Test Results for PressureCast Steel Pipe <\/td>\n<\/tr>\n | ||||||
| 1428<\/td>\n | Long Range Planning: Key to Successful Pipeline Capital Programs, Maintenance, and Regulatory Compliance <\/td>\n<\/tr>\n | ||||||
| 1435<\/td>\n | Enhanced Condition Assessment Methodologies of Buried Infrastructure <\/td>\n<\/tr>\n | ||||||
| 1445<\/td>\n | Challenges in Rehabilitating a 100 Year Old Non-Circular Brick Sewer for City of Los Angeles <\/td>\n<\/tr>\n | ||||||
| 1454<\/td>\n | Water Main Rehabilitation and Replacement: Developing and Using a Dynamic Prioritization Tool <\/td>\n<\/tr>\n | ||||||
| 1464<\/td>\n | Case Study of the Mountain Creek Interceptor: How Slope Recovery and Bold Realignment Saved the Trinity River Authority Millions <\/td>\n<\/tr>\n | ||||||
| 1474<\/td>\n | Moving from Ground to Surface <\/td>\n<\/tr>\n | ||||||
| 1481<\/td>\n | Quantification and Measurement of Level of Service of Water Distribution Networks <\/td>\n<\/tr>\n | ||||||
| 1491<\/td>\n | Feasibility Study of a Regional Concentrate Conveyance Facility in San Diego <\/td>\n<\/tr>\n | ||||||
| 1499<\/td>\n | Bidding Strategies Help Manage Construction Budgets: A Case History of the Nacimiento Water Project <\/td>\n<\/tr>\n | ||||||
| 1509<\/td>\n | Improving Project Cost Estimating: A Key to Estimating <\/td>\n<\/tr>\n | ||||||
| 1515<\/td>\n | Planning A Sanitary Sewer Trunk Line While Trying to Protect a Forest Preserve <\/td>\n<\/tr>\n | ||||||
| 1523<\/td>\n | Introducing PressureCast Steel Pipe\u2014A New Combination of Proven Materials and Designs <\/td>\n<\/tr>\n | ||||||
| 1533<\/td>\n | OUC Project RENEW\u2014A Reuse Pipeline Routing Analysis <\/td>\n<\/tr>\n | ||||||
| 1561<\/td>\n | TTWorld: A Web-Portal for Assessing the Suitability of Trenchless Construction Methods for Utility Projects and Associated Social Cost Savings <\/td>\n<\/tr>\n | ||||||
| 1570<\/td>\n | Vacuum Sewer Systems\u2014A Viable Alternative for Wastewater Collection? <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Pipelines 2009 Infrastructure’s Hidden Assets<\/b><\/p>\n |