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ASCE Pipelines 2012

ASCE Pipelines 2012

$83.42

Pipelines 2012 – Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less

Published By Publication Date Number of Pages
ASCE 2012 1552
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This collection contains 141 peer-reviewed papers on pipeline infrastructure that were presented at the Pipelines 2012 conference, held in Miami Beach, Florida, August 19-22, 2012.

PDF Catalog

PDF Pages PDF Title
1 Cover
5 Table of Contents
21 Advances in Technology
Performance Testing of Underground Storage Tank against Buckling
31 Organizing and Managing the Implementation of Large Diameter Tapping and Plugging Technology for a Major Sanitary Improvement Project in Ho Chi Minh City, Vietnam
41 Ductile Iron Corrosion Theories and Science
48 Design and Development of a Web-Based National Database for Water and Wastewater Pipeline Infrastructure Systems
58 Fatigue of Plastic Water Pipe: A Technical Review with Recommendations for PE4710 Pipe Design Fatigue
81 Novel Resilience Assessment Methodology for Water Distribution Systems
90 Contingency and Emergency: Prior Planning, “Real Live” Execution, and Post Mortem of the Results
104 Water Transmission Main Condition Assessment in the Last Frontier: A Magnanimous Endeavor for the Anchorage Water and Wastewater Utility
122 Protection of Petroleum and Natural Gas Pipelines Crossing Debris Flow Watersheds—A Case Study in the Qinling Mountains, Western China
138 Meeting the Challenge of Pipeline Emergency Repair
148 PressureCast Steel Pipe Combined Load Test Set-Up and Execution
156 Unidirectional Flushing (UDF): It’s Not Just about Cleaning the System Anymore—Benefits and Advantages That West Springfield, Massachusetts, Achieved with Their Program
167 Transmission Main and Plastic Pipe Leak Detection Using Advanced Correlation Technology: Case Studies
178 Installation of a 42 Inch HDPE Pipeline at Seminole County’s Regional Water Treatment Facility at Yankee Lake
187 Risk Management in Real Time—Transient Control Testing on a Large Conveyance System
197 Integration of HDPE 4710 Materials for Potable Water Distribution Systems
206 Five Years and Counting: The Evolution of WSSC’s PCCP Management Program
218 City of Westminster’s Sewer Collection System Assessment Program: A Case Study
229 GIS: A Decision Making Tool for Pipeline Asset Management in Atlanta
238 Intake Screen Alternatives for the IPL Project—Planning for Mussels and Variable Intake Depths
251 Variability of Pipe Coating Pull-Off Adhesion Measurements on Cylindrical Steel Pipelines
262 Evaluation of Statically-Loaded Large Diameter Steel Pipe Embedded with Lime Stabilized Native Clay Soils
277 Seismic Fragility Evaluation of Water Pipelines: Part 1— Current Practice
288 Coastal Issues
Galveston’s Life Line—Considerations When Designing an Aerial Crossing
298 Condition Assessment
Who Says You Need Multiple Wire Breaks for a PCCP Pipe to Fail?
308 Condition Evaluation of Asbestos Cement Water Mains
318 Numbers Don’t Lie: PCCP Performance and Deterioration Based on a Statistical Review of a Decade of Condition Assessment Data
327 From Pilot to Permanent: Evolution of LWC’s PCCP Condition Assessment Program
339 A Methodology for Condition Assessment of Pressure Water Mains
349 Implementation of Sustainability Initiatives and the Envision Rating System on the Omaha CSO Program
359 PCCP Condition Assessment Methodology: What Is Right for You?
365 Enhancing Asset Management Priority Ranking—A Case Study
376 Condition Assessment of 23 Lift Stations
398 Integrated Monitoring Strategy for Large Diameter Pre- Stressed Concrete Pipelines—A Case Study at Waternet, the Netherlands
408 Protecting the Magic City
416 Pilot Large Diameter Pipeline Seismic Fragility Assessment
428 Restoring Water Network Reliability and Control in the City of Baltimore
433 New Approaches to Inspect Water Pipelines Running under Rivers, Lakes, Levies, and Critical Transport Infrastructure
441 Reducing the Cost of Failure: Time Is the Unforgiving Enemy during Pipeline Ruptures
452 The Problem of Leakage Detection on Large Diameter Mains
462 Condition Assessment of a Ductile Iron Force Main Using Guided Wave Technology: Case Study of Underwood Creek Force Main, Milwaukee Metropolitan Sewerage District
477 Failure Risk of Bar-Wrapped Pipe with Broken Bars and Corroded Cylinder
488 Sewer Main Condition Assessment in the Last Frontier
501 LRFD Approach to CFRP Renewal of Prestressed Concrete Cylinder Pipes
514 Rehabilitation of Large Diameter PCCP: Relining and Sliplining with Steel Pipe
525 Miami-Dade Case Study: Managing and Minimizing Pipeline Outages through the Use of Carbon Fiber
535 Field Comparison of the Axis Vacuum Microtunneling Technology vs. Open Cut Excavation in Glenview, Illinois
543 Technology—How Far Can We Go?
551 Southeast Collector Trunk Sewer Route Selection: The Regional Municipalities of York and Durham, Ontario, Canada
564 Consideration of Embodied Energy in Sustainability Evaluation of Pipeline Projects
572 Chemical Amendment of Excavated Trench Material for Sustainable Reuse
582 Condition Assessments Using Pipe Penetrating Radar: The Metro Wastewater Reclamation District, Denver, CO—Harvard Gulch Interceptor Case Study
596 Construction
Route Selection for a $2.2 Billion Pipeline
612 Replacement of a Critical Water Supply Pipeline in a Dense Urban Landscape
622 M-DWASD Design-Build Procurement for Government Cut Pipeline Replacement Project
633 Stockton Delta Water Project Construction Challenges
646 A New Generation of FRP Laminates for Repair of Pipelines in the Gas Industry
654 Design and Construction Challenges for a 36 Inch Diameter 18 Mile Reclaimed Water Pipeline
664 Two Successful Installations of Large Diameter Rigid-Design Concrete Pressure Pipelines in Very Soft Soils
675 Augmenting Owner’s Staff with As-Needed Contracts for Large Diameter Pipeline Construction Management
681 Pipeline Infrastructure Renewal at Miami-Dade Water and Sewer Department
692 Delivering a Critical Raw Water Transmission Line Using Design-Build: The Perspective from Gilbert, AZ
702 From Tiny Hole to Huge Problem Overnight—Emergency Culvert Pipe Repair
711 Lessons Learned from the Commissioning of a 21,000 HP Pump Station in San Diego
720 Hiding a 96 Inch Pipeline in Your Neighbor’s Backyard
733 Pipe Collapse in an Amusement Park—Now What Do You Do?
743 San Francisco Public Utilities Commission’s Water System Improvement Program: Bay Division Pipeline 5 East Bay Reaches—Construction Contract Challenges in a Difficult Economy
757 60″ Demonstration Installation of PressureCast Steel Pipe for the Tarrant Regional Water District
766 Replacing Live Pipelines—Planning for Construction Issues and Sequencing Can Keep Your System Up and Running
777 Recycled Water for the Thirsty High Desert
791 Longest Polyurethane Lined and Coated Steel Pipeline in North America: The Provo Reservoir Canal Enclosure Project
803 Experimental Examination of Selected Limit States of Structural Liners at Locations of Ring Fracture
815 Reconstruction in an Urban Environment: Kimberley Lane 8″ Water Line HDD and 54″ Sanitary Sewer CIPP Rehabilitation
825 Basis of Design for Proposed 42 Inch Reclaimed Water Main
836 Repair of a Punctured 48 in. Diameter Prestressed Concrete Cylinder Pipe on a Sixty Degree Slope
847 Getting Ready for a Larger Panama Canal—Assessing a Critical Large Diameter Force Main
856 Buried Flexible Pipes: Deflections and Stresses Caused by an Increase in Soil Cover—Highway Crossing
866 Proactive Upgrade of Steel Pipelines during Scheduled Plant Outages
877 Case Study of Productivity Analysis for Horizontal Directional Drilling
889 Design Management
The Effects of Pipe Stiffness on HDD Pull Loads
899 Sustainable Flowable Fill
909 How to Accelerate Design and Construction for Large Water Supply Projects
921 Collaborative Bidding Approach for the Tollgate Creek Interceptor
928 Three Heads Are Better Than One: Efficient Solutions to Achieve the Best Value for a 6 Mile Water Main in an Urban Setting
938 Planning and Modeling Solutions for a Complex Collection System: The Baton Rouge SSO Control and Wastewater Facilities Program
948 Pipe Materials and Joint Selection for Trenchless Construction
960 Classification and Specification of Bedding and Backfill for Buried Pipelines
972 Tangent Outlet Design for Welded Steel Pipe
984 Molecular Design of High Density Polyethylene for Pipes
994 Reinforced Concrete Pipe Design under Extreme Loading Conditions Using ASCE Standard 15-98 and Beyond
1003 Untangling the Mysteries of Air Valves
1010 Hydraulic Modeling for Emergency Water Supply and Disaster Planning
1016 Finite Element Analysis of Combined-Load Performance of PressureCast Steel Pipe
1035 Dynamic Behavior of Buried Flexible Pipes of Varying Thickness Using the Shaking Table Test
1045 Designing a Critical Interceptor in an Earthquake Prone Floodplain with Limited Access: The Santa Ana River Interceptor Relocation Project
1056 Selecting Water Main Materials for the Los Angeles Department of Water and Power
1066 Common and Challenging Questions in Water System Infrastructure Management
1093 Emergency Relocation of 20 Inch Sewer Force Main (HDD)
1104 Introducing a New Honeycomb-FRP Pipe
1112 Structural Design of Buried Pipes
1124 Surge in a Bi-Directional 48″ Steel, Potable Water Pipeline
1135 Failure Mechanisms
Design to Prevent Long Running Cracks in Plastic Pipe for Water Applications
1142 Operations and Maintenance
Scoring and Selecting Rehabilitation Methodologies: How to Pick the Winning Number?
1149 Proven Pipeline Rehabilitation System Using Steel Liners for the San Diego County Water Authority
1156 Pipe Performance and Experiences during Seismic Events in New Zealand over the Last 25 Years
1167 Steel Cylinder Reinforcement (SCR) for Pipeline Repair or Upgrades
1176 Determining the Effectiveness of Chlorine-Based Biofilm Control in Large Diameter Pipelines
1188 Large Steel Penstock Relining: The Blue Ridge Dam Rehabilitation
1196 Cathodic Protection of Ductile Iron and Steel Water Pipelines
1202 The Design and Construction Considerations for PCCP Rehabilitation Using FRP Composites
1212 The Development of a Novel Steel Reinforced Composite (SRC) Liner for the Rehabilitation of Deteriorated PCCP
1223 Can It Handle the Pressure? Condition Assessment, Structural Evaluation, and Repair of an Existing 72 Inch PCCP Pipeline
1234 Beyond the Wires: A Sustainable Approach to Prestressed Concrete Cylinder Pipe Management
1243 Redeveloping Phoenix’s PCCP Assessment Program: A Pragmatic Approach
1253 Interaction of Water Transport Pipelines with Their Surroundings and Third Party Activities
1265 Innovative Condition Assessment of Strategic Aqueducts
1276 Study on the Applicability of Currently Used Soil-Pipe Interaction Equations for Segmented Buried Pipelines Subjected to Fault Movement
1285 Answering 5 Basic Asset Management Questions for Pre-Stressed Concrete Water Transport Mains
1299 Refurbishment of the Vyrnwy Large Diameter Trunk Main
1309 Synthesis-Analysis of Water and Wastewater Pipeline Condition Assessment and Renewal Engineering Technologies
1317 Effect of Wire Breaks on Prestressed Concrete Cylinder Pipe (PCCP) Reinforced with Steel Liners—A Case Study
1327 Lessons Learned from the Multi-Year Assessment of the Homestake Transmission Pipeline
1339 Locating Water Main Leaks in Texas to Conserve Resources during Times of Drought
1348 Estimating Residual Strength of Deteriorated 96″ Interceptor and Strength Enhancement Provided by Lining Methods Using Computer Modeling and Forensic Investigation Tools
1363 A New Generation of Back-Reamers for HDD Installations in Cohesive and Fine to Medium Coarse Soils
1375 Physical Evaluation of the Dissipation of a Concentrated Load When Applied to Reinforced Concrete Pipe
1388 CFRP Repair and Strengthening of PCCP for Thrust Restraint
1397 Mapping Utility Infrastructure via Underground GPS Positioning with Autonomous Telerobotics
1411 WSSC’s Systematic Approach to the CFRP Liner Installation Process
1422 Santa Fe Irrigation District (SFID): Group 1 PRS and Valve Replacement Project J921
1428 Metropolitan Utilities District of Omaha PCCP Asset Management Advancements
1438 Combining CFRP Lining Systems with Other Pipeline Rehabilitation Technologies
1448 Pipeline Hydraulics and Modeling
Upper Feeder and San Gabriel Canyon Valve Structure: Hydraulic Transient Analysis
1458 Planning and Coordination Opportunities
Progress toward a Unified Thrust Restraint Design—An Update
1470 Design-Build of Wastewater Force-Main in North Bay Village: Lessons Learned from the Design-Build Team’s Perspective
1485 Predictive Modeling
Two-Step Subsurface Characterization Process for Pipeline Project in Texas
1495 Prestressed Concrete Cylinder Pipe (PCCP)
Condition Assessment of LWC’s B.E. Payne 60″ PCCP Pipeline
1507 Procurement Alternatives
Minden Uses Competitive Bidding with Alternate Pipe Materials on Large Diameter Regional Water System Work
1517 Rehabilitative Approaches
HDD Matches Installation Method to Long and Difficult Pipe Crossing in Macon, GA
1527 Trenchless Evaluation
Comparison of Jacking Load Models for Trenchless Pipe Jacking
1541 Assessing Sustainability of Pipeline Projects Using Envision Rating System

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ASCE Pipelines 2012
$83.42