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ASCE 9780784411872 2011

ASCE 9780784411872 2011

$107.25

Pipelines 2011

Published By Publication Date Number of Pages
ASCE 2011 1491
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This collection contains 135 peer-reviewed technical papers that discuss new solutions to some of the most critical infrastructure issues involving pipelines presented at the Pipelines 2011 Conference, held in Seattle, Washington, July 23-27, 2011.

PDF Catalog

PDF Pages PDF Title
1 Cover
6 Table of Contents
16 Asset Management
Asset Management Answer to an EPA Order
27 Damage Identification Based on Modal Analysis of Prestressed Concrete Pipes
39 Development and the Comparison of a Weighted Factor and Fuzzy Inference Model for Performance Prediction of Metallic Water Pipelines
48 Portland’s Water Distribution Pipes Asset Management Plan
59 Optimized Pipe Renewal Programs Ensure Cost-Effective Asset Management
70 Crack Propagation in Prestressed Concrete Noncylinder Pipe Using Finite Element Method
80 Examination of Asbestos Cement Pipe Deterioration with Scanning Electron Microscopy
94 Post Rehabilitation Assessment of System Integrity and Effectiveness of Retro Fitted Cathodic Protection Using Long Term Acoustic Monitoring Data
104 National Database for Water Infrastructure System
115 Transitioning from Leak Detection to Leak Prevention: Proactive Repair of Steel Pipelines Using Fiber Reinforced Polymer (FRP) Composites
123 How to Fund Pipeline Renewal: Transitioning from O&M Funds to Capital Improvement Budgets
133 Managing Gravity Pipelines in Philadelphia
141 Using Real Age As a Better Indicator of Predicting Asset Remaining Life
149 Introduction of Mobile Asset Management Technology to a Mid-Size Utility
162 Observations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe Used at Energy Generation Facilities
175 Statistical Analysis of Condition Assessment Data and Prediction of Future Performance of PCCP
185 Asset Management Likelihood of Failure Scoring Improved by Condition Assessment Scoring Integration Techniques
197 Prestressed Concrete Cylinder Pipe Condition Assessment—What Works, What Doesn’t, What’s Next
210 It’s Never Easy…Development and Implementation of a Comprehensive Force Main Condition Assessment
217 Practical Application of Force Main Condition Assessment Methodologies for Long Term Asset Management Needs
230 Denver Water’s Assessment of Interior Polyurethane Coating of 108 Inch Water Pipeline
240 Asset Management of Asbestos Cement Pipes Using Acoustic Methods: Theory and Case Studies
251 Risk-Based Linear Asset Management at Fort Collins Utilities
263 Sewer Main and Stub Condition Assessment and Repair/Rehabilitation—A Practical Approach
273 Education, Training, and Public Involvement
A Training Program for Asset Management of Infrastructure Water Pipelines
283 Rigor Matrix to Enhance Public Involvement Effectiveness for Infrastructure Projects
292 Case Study: Public Involvement Outcomes in Four Seattle Communities Targeted for New Combined Sewer Overflow Facilities
301 Geotechnical Considerations for Pipeline Projects
Numerical Simulation of Buried Steel Pipelines under Strike-Slip Fault Displacements
315 Constrained Modulus of Crushed Rock for Pipeline Embedment
327 Finite Element Analyses of Soil-Pipe Behavior in Dry Sand under Lateral Loading
340 Mitigating Geohazards along Aging Infrastructure—The Tolt Pipeline
350 Development, Procedure, and Results for the Constrained Modulus of Gravel and Crushed Rock Test
362 Over or Under: Geotechnical Considerations for Pipeline Levee Crossings
373 Contribution of Lateral Earth Pressure Resistance to Restrain Horizontal Thrust in Buried Pipelines
387 Pipeline Construction and Rehabilitation
Hot Tapping and Plugging in New York City: A Method to Maintain Service and Protect the Marine Environment during Reconstruction of a Major Sewage Pumping Station and Treatment Plant
397 The Need for National Data Standards for Condition Assessment
410 Internal PCCP Force Main Deterioration—Analysis and Rehabilitation
420 Weighing the Risks of Installing a Lake Tap with Microtunneling
433 Hole Swallows Car, Film at 11:00: Greensboro’s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program
446 Pipe Reaming in Seattle
457 Rehabilitating a Life Line: Inspecting and Repairing the Hultman Aqueduct in Metropolitan Boston
470 Multiple HDD Applications for Portland Airport Deicing Enhancement Project
483 Sophisticated Sequencing of Water Transmission Main Repairs
493 Engineering Assessment of Damaged 66 Inch Water Main
506 Target Values of Compacted Gravel for Pipelines
516 Rehabilitation of Brazos River and Colorado River Pipeline Bridges
528 Who’s on Your CM Team?
538 Pipeline Rehabilitation amidst Environmentally Sensitive Location
548 Power Generation Case Study: Feasibility of Carbon Fiber and Alternate Repair Methods
557 Successes and Failures in Laying Steel Pipe through Peat
568 10 Years of Learning—The East Boston Branch Sewer Project from Design through Construction
582 PPI-BoreAid: A Preliminary Design Tool for Horizontal Directional Drilling using Polyethylene Pipeline
594 Breathing New Life into Old Water Pipelines: Renewal Case Studies in the Southeast U.S.
604 The Few, the Proud: The Challenge to Upgrade Infrastructure on Active Military Installations and How One Utility Overcame
611 Challenges of Large Diameter Horizontal Directional Drills
622 Delivery Logistics for the 144 Inch Tawakoni Pipeline
631 Quality Assurance Procedures for Repair of Concrete Pressure Pipes with CFRP Composites
643 Large Diameter Watermain Condition Assessment and Evaluation
653 Spring Valley Outfall Pipeline Rehabilitation
659 Innovative Joint Proves Successful in Critical Slipline Project
666 Construction of a Deep Water Marine Outfall Using Design-Build Procurement
680 Using Design-Build Procurement for a Deep Water Marine Outfall Pipeline
692 Pipeline Locating and Inspection
Miami-Dade Embarks on a Condition Assessment Journey
708 Completing Condition Assessments Using In-Pipe GPR As Pipe Penetrating Radar
719 Handling Transmission Mains in Water Loss Control Programs
729 Recent Advances in Pipe Wall Assessment Technology
740 Deterioration of Two Critical Force Mains
750 Applying Subsurface Utility Engineering (SUE) to Transportation Projects: The State of the Practice
759 Permanent Leak Detection on Pipes Using a Fibre Optic Based Continuous Sensor Technology
770 Transmission Main and Plastic Pipe Leak Detection Using Advanced Correlation Technology: Case Studies
781 A Simple Soil-Structure Interaction Model for Indirect Damage Assessment of Segmented Concrete Pipelines during PGD
792 Pipeline Planning and Design
Lake Oswego’s Innovative Buoyant Interceptor Sewer System Takes Shape
805 Creation and Calibration of LWC’s System-Wide Hydraulic Model
816 Maxi-HDD Pull Loads in Non-Level Grade for Polyethylene Pipe Including Ballast
826 Design and Construction Challenges for a High-Risk, 24 Inch Diameter, 5,400 LF HDD Project
836 An Improved Approach for the Design of Thrust Blocks in Buried Pipelines
855 When Big Is Too Big—Evaluating 156 Inch Water Main Pipe Materials
863 Understanding How Molecular Differences Influence Plastic Pipe Performance
879 Analysis and Testing of a Prototype Jointing System for Bar-Wrapped Steel Cylinder Concrete Pressure Pipe
887 Review of Performance of Gasketed Joints of Buried Concrete and Steel Pipelines in California after Recent Seismic Events
897 Guidelines for Use of Mini-Horizontal Directional Drilling for Placement of High Density Polyethylene Pipe
907 A Laboratory Method for Determining the Safe Pull Stress for Directionally Drilled High Density Polyethylene Pipe
918 Planning and Building a Marine Outfall in a Sensitive Ecosystem: Lessons Learned
934 Large Diameter Steel Pipe Design under Deep Water: Lake Travis Experience
944 Answering the Question: Is a Surge Analysis Required?
952 Thrust Restraint Design and Analysis for Continuous Pipelines: Case Study of Steel Pipe Using M9, M11, and Fiberglass Analyses
963 Design and Installation of Pipeline Systems in Long Tunnels—The Brightwater Conveyance Project
976 Common Pitfalls in Hydraulic Design of Large Diameter Pipelines: Case Studies and Good Design Practice
987 Hampton Roads Crossing (HRX) Pipeline: Innovative Marine Pipeline Design and World Record Trenchless Crossing
996 Planning for a Regional (400+ MGD) Transmission Line
1007 A Change in System Supply and Operations
1017 Seventy-Two Projects, $600 Million, and 15 Years—Now What?
1030 Thrust Restraint Concepts and Beam Loads for Segmented Pipelines at Bends
1040 Testing and Evaluation of Statically-Loaded Large Diameter Steel Pipe with Native Backfill Soils
1050 Pipe Thrust Restraint Considerations: What You Don’t Find in a Textbook
1060 Development of a Testing Protocol for Evaluation of Flexible Lining Materials
1080 Solving the “No-Win” Scenario: Mercer Island, Washington Sewer Lakeline Replacement
1093 Evaluation of Seven Flexible Linings to Determine Suitability As an Alternative to Mortar Lining
1111 The New Mississippi River Bridge: Water Utility Relocations
1120 “Insulating” Welded Lap Joints for Steel Pipelines—The End to Internal Coating Repairs?
1131 A Review of Available Minor Loss Coefficients for Combining and Dividing Flow Tees
1139 A City within a City: The Tale of the Relocation of a Sanitary Sewer Interceptor
1149 How to Protect Your Pipeline from Corrosion in a Pipeline Spaghetti Bowl
1157 Pipeline Engineering: How to Plan for Everything
1167 Approaches to Fatigue Design in Thermoplastic Pipe
1177 Design and Construction of a Relief Sewer Siphon under the Santa Clara River by Microtunneling
1188 Hydraulic Evaluation and Energy Optimization for a 134 Mile Integrated Raw Water Transmission System
1198 The Straw That Stirs the Drink—Designing a Challenging Diversion Pump Station and Force Main for Clackamas County Sanitary District #1, Oregon
1209 Best Value on Large Diameter Pipeline Projects by Integrating Design Parameters, Bid Specifications, and Construction Quality Control
1218 Innovative Pipeline Cost Estimating for Colorado Water Supply Planning
1230 Special Considerations for Protecting Very Long Transmission Mains from Hydraulic Transients
1240 Innovative Uses of GIS on the Houston 120 Inch Northeast Transmission Main Feasibility Study
1249 Large Diameter Elevated Transmission Pipeline Crossing of the Snohomish River Estuary: A Case Study Addressing Unique Design Challenges
1261 An Urban Alignment for a Waterline Up to 156 Inches
1267 Effective Early Planning for Pipeline Projects
1278 Selection of Conduit Material for the Provo Reservoir Canal Enclosure Project
1293 Performance of Gasket Joints in Steel Pressure Pipes
1303 Field Performance of Coatings and Linings for Welded Steel Pipe in the Water Industry
1316 Comparison of the Mechanical Properties of Steel and Ductile Iron Pipe Materials
1328 Acueducto Rio Colorado Tijuana Project
1337 Seismic Concerns for the Design of Above Ground Pipe Supports
1347 Installing Pipelines with Microtunneling while Successfully Avoiding Claims—A Case History Illustrating the Value of Using Alternative Contracting Methods
1357 Transient Pressure Monitoring Results—Nacimiento Water Project
1367 Application and Advantages of Using Internally Restrained PVC Pipes for Installation by Horizontal Directional Drilling
1378 Regulations, Codes, and Standards
Pipeline Planning in the UK: Navigating a Constrained Landscape
1388 Permitting Requirements and Expectations for Pipeline Repair: New Expectations for 2011
1397 Environmental Permitting for Pipeline Projects
1408 Safety, Risk Assessment, and Management
Web Based Risk Assessment of Water and Wastewater Pipeline Failures
1418 Assessment Framework for the Impacts of Climate Change and Urbanization on Urban Drainage Systems
1428 Verification of PCCP Failure Margin and Risk Curves
1439 Bending Behavior of Jointed Ductile Iron Pipelines
1445 Pipe Criticality Analysis for Water Distribution Systems
1457 Sustainability
NIST-VT Workshop on Aging Water Infrastructure
1468 Silicone Coating Technology As a Solution to Combat Fouling in Water Transmission Piping
1478 Green Stormwater Infrastructure Use to Control Combined Sewer Overflows

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ASCE 9780784411872 2011
$107.25