Proceedings of Pipelines 2015, held in Baltimore, Maryland, August 23-26, 2015. Sponsored by the Pipelines Division of ASCE This collection contains 174 peer-reviewed papers on recent advances in underground pipeline engineering and construction. Topics include: trenchless installation; pipeline planning, design, analysis, and construction; risk and safety assessments; and operation, maintenance, and rehabilitation of pipelines. These papers will be useful to design and consulting engineers, owner agencies and operators, and contractors, manufacturers, and suppliers of pipelines.

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PDF Pages	PDF Title
1	Cover
8	Contents
24	Trenchless Installation Sugarloaf Pipeline, Kp41 Tunnel—Design and Construction
38	Challenges and Rewards of a Successful Compound Curve Microtunnel Drive
46	Microtunneling Technology Implemented for the Replacement of an Aging One Mile PCCP 36-inch Force Main to Minimize Environmental Impacts
58	Kaw WTP Water Transmission Main: Serving North Lawrence and Beyond
68	Permitting Requirements Drive Trenchless Design and Project Risk: An HDD Pressure Pipeline Case History
79	HDD Utilized to Complete Key Crossings for Transmission Lines from New Woodbridge Energy Center
91	How to Manufacture an Endless Pipe Onsite
102	Hitting the Bulls-Eye: How to Cut-In a 108″ Outlet to a 108″ Vertical Shaft 230′ Beneath a Lake
114	Alternative Pipe Material Choice Provides Trenchless Solution
122	Teamwork in Trenchless Projects: The Martha Lake Gateway Experience
132	Experimental Examination of the Mathematical Model for Predicting the Borehole Pressure during Horizontal Directional Drilling ASCE
146	Victory Pipeline Duchesne County Utah Water Conservancy District
156	Big Pipe—Tight Quarters: Lessons Learned from Large Diameter Urban Pipelines
168	Arching Effects in Box Jacking Projects
177	Pipe Haunching Study Using Non-Linear Finite Element Analysis Including the Use of Soilcrete
194	Trenchless Rehabilitation Saves Grottoes, VA, Culverts—and Money—Without Disrupting Traffic
203	Trenchless Technologies Decision Support System Using Integrated Hierarchical Artificial Neural Networks and Genetic Algorithms
214	Water Pipeline from Turkey to Cyprus—1,600 mm Diameter Polyethylene 100 Pipeline and Its Flange-Technology Solution
225	Make Way for Progress—The Challenges of Relocating Large Diameter Water Mains for Light Rail System Expansion
236	Under the River and through the Woods: Design and Construction of Two Large Diameter Horizontal Directional Drills for the City of Corpus Christi
244	Lessons Learned from Horizontal Directional Drilling Installation of HDPE Sewer Forcemains in Anne Arundel County, Maryland
253	HDD River Crossing Improves Reliability of Water System and Meets Growing Demand
261	Thermal Contraction Lesson Results in Steel Tunnel Liner ASCE
273	An Engineer’s Guide to Nondestructive Weld Examination
280	Streamlining the Submittal Process—Do’s and Don’ts
290	Liquefaction-Induced Differential Settlement and Resulting Loading and Structural Analysis of Buried Steel and Cast Iron Pipelines
302	Guidance from Tunnel Impact Analyses for DC Clean Rivers Project: Design Build Bidding to Protect Critical Pipelines
314	Design and Construction I Seismic Fragility Functions for Sewerage Pipelines
327	Identifying Seismic Vulnerability Factors for Wastewater Pipelines after the Canterbury (NZ) Earthquake Sequence 2010–2011
339	Shaking Table Test for Axial Behavior of Buried Inner Rehabilitated Pipes Affected by Aging Pipes in Liquefied Ground
348	Design and Fabrication Requirements of a High-Pressure Steel Pipeline
359	Analysis of a Steel Pipeline in a Seismically Active Region
372	Analysis and Behavior of Steel Pipe Welded Lap Joints in Geohazard Areas
388	Performance of Polypropylene Corrugated Pipe in North America
397	The Modified Use of the Rehabilitation of Water Mains Manual, AWWA M28 and ASTM F1216, to Design Large Diameter Pressure Pipes Using FRP Systems ASCE
409	Why Design Engineers Do Not Follow AWWA M9 Chapter 9? Here Are Some Suggestions to Encourage Its Use
423	2014 Updates to ASTM C12
435	Numerical Analysis of Pipe-in-Pipe Filled with Various Materials
447	Design and Construction Case History—South Catamount Transfer Pipeline Float-Sink
456	Improved Design and Constructability through Five Installation Methods for One HDPE Pipeline Project
468	CSO Projects—What Is the Right Solution? A Case Study for South Bend, Indiana
478	Deep Water Coastal Stormwater Outfalls: Designing for the Surf Zone
489	Fast Track Relief to Midland’s Emergency Thirst
498	Share the Road: Challenges and Opportunities Facing Joint Pipeline and Roadway Construction Contracts
509	Challenges Associated with the Implementation of the Carlsbad Desalination Conveyance System
521	New Day, New Conflict (The Challenges of Water/Wastewater Design for a Multi-Billion Dollar Highway Design-Build Project)
531	Ductile Iron or Welded Steel? A Comparative Analysis between Pipe Materials for the Replacement of a Large Diameter Transmission Main
541	C303—A Pipe Material in Search of a History and Searching for a Name
553	Exploring Use of Large-Diameter HDPE Pipe for Water Main Applications
565	It’s a Blasting Good Time! Installation of a 30-inch HDPE Transmission Main in a Corrosive Environment, through Rock, under a River, and Adjacent to an Active Failing Pipe
576	Evaluation of Corrugated HDPE Pipes Manufactured with Recycled Content underneath Railroads
587	Survey of Water Utilities on Their Experiences with Use of Large-Diameter HDPE Pipe for Water Main Applications
597	Can a Design Engineer Rely on D/t Ratio as a Rational Indicator to Manage Stresses and Strains in Welded Steel Pipe During Handling?
609	Stulling of Large Diameter Steel Water Pipe—What It Is and What It Is Not
617	Design and Construction II Extremely Controlled Rock Blasting Near Critical Pipes Where Mechanical Excavation Is Not Practical
629	Completion and Startup of Utah Lake System Pipelines
638	Compacting Pipeline Embedment Soils with Saturation and Vibration
649	Sayreville Relief Force Main: 10 Years of Monitoring and Proactive Management
658	Incorporating GIS-Based Structural Evaluation Tools into Pipeline Asset Management
669	Structural Integrity of Damaged Cast Iron Pipelines and Identifying When Damaged Pipes Should be Repaired or Replaced
679	Water Resources Integration Program Update: Water Delivery and Operational Flexibility with a 60-inch, 45-mile Pipeline
687	Interconnections of the Lakeview Pipeline and Inland Feeder from Concept to Operation in 10 Months
697	Proposed Simplified Changes to ANSI/AWWA C304 Standard for Design of Prestressed Concrete Cylinder Pipe
709	Cost Savings Using Optimization Methods for Water Conveyance Systems—Case Study for Recharge Fresno Program
721	Setting the Record Straight—ISO S4 Testing for AWWA C900 Pipe
734	Development of a Testing Protocol for Fatigue Testing of Large Diameter HDPE Pipes
745	Reduce Diameter, Increase Capacity!
757	How to Estimate Flow Area Reduction and Excessive Roughness Effects in Aged Pipelines
767	Combating Subsidence by Delivering Surface Water to Three Million Water Users—The Successes and On-Going Efforts
779	Flow-Based Modeling for Enhancing Seismic Resilience of Water Supply Networks
789	Benefits and Lessons Learned from Implementing Real-Time Water Modeling for Jacksonville Electric Authority and Western Virginia Water Authority
799	Development of a Wastewater Pipeline Performance Prediction Model
813	Pressure and Transient Monitoring of Water Transmission Pipelines and Wastewater Force Mains
828	The Link between Transient Surges and Minimum Pressure Criterion in Water Distribution Systems
838	Metrics for the Rapid Assessment of Transient Severity in Pipelines
848	Case Study: Hydraulic Modeling and Field Verification on the Rietspruit-Davel-Kriel Bulk Water Supply Pipeline
860	Managing Liquid Transients and Vibration within Pump Facilities
868	The Need for Holistic System-Wide Transient Assessment
881	Modeling Halfway Around the World: Advanced Hydraulic Model Calibration for a Large Utility
892	Analyzing Pump Energy through Hydraulic Modeling
901	Assessment and Rehabilitation I Benefits of PACP® Version 7.0 Update NASSCO
910	The Condition Assessment of a 30-inch Ductile Iron Water Line by WaterOne of Johnson County, Kansas
923	Developing an Inline Pipe Wall Screening Tool for Assessing and Managing Metallic Pipe
934	Comprehensive Condition Assessment of Large Diameter Steel Pipe—The Next Chapter in San Diego County Water Authority’s Asset Management Program
946	The Case for Large Diameter Pipeline Condition Assessment
954	Condition Assessment Methods for 1920s Lock-Bar Steel Pipe
966	A Look Back: Analyzing the Results of LWC’s PCCP Condition Assessment Pilot Projects
977	And the Kitchen Sink—Using a Full Toolbox to Assess a Critical Bulk Water Asset in South Africa
989	Large Diameter Pipeline Asset Management for Sustaining Silicon Valley’s Water Needs
1001	A Repair Program to Minimize Failure Risk of Highly Distressed PCCP Circulating Water Lines
1012	Condition Assessment of Sanitary Sewer Lines Using Acoustic Inspection
1028	Development of Performance Index for Stormwater Pipeline Infrastructure ASCE
1040	Protocol for Water Pipeline Failure and Forensic Data Analysis
1050	Condition Assessment of Aging, Hard to Access Sewer Mains
1059	Boston Water and Sewer Commission: Data Integration to Support Asset Management
1070	Pipeline Asset Integration Planning for a Major Water Supply System: The Southern Delivery System, Colorado Springs, CO
1083	A Successful CCCP Rehabilitation on Two 96-inch CMP Culverts
1093	New ASTM Standards to Encourage Wider Use of Laser Profilers and Video Micrometers in Post-Construction Inspection of Pipelines
1104	Understanding the Benefits of Multi-Sensor Inspection
1112	Looking Past the Pipe Wall: Quantifying Pipe Corrosion and Deterioration with Pipe Penetrating Radar
1123	Case Study from Application of High-Resolution Ultra-Wideband Radar for QC/QA Analysis of Trenchless Pipe Rehabilitation and Pipeline Condition Assessment
1133	Drinking Water Pipelines Defect Coding System
1148	Capital Planning for Shawnee County, Kansas, the Easy Way
1161	Assessment of a Critical Raw Water Infrastructure for the City of San Diego El Monte Pipeline Inspection and Condition Assessment Project ASCE
1173	Evaluation of Acoustic Wave Based PCCP Stiffness Testing Results
1183	Alternative Construction Methods and Pipe Material Provide Solutions for Cleveland WWTP Project
1191	Padre Island Water Supply Project Minimizes Environmental Impact Using HDD Technology
1204	Assessment and Rehabilitation II Water Mains Degradation Analysis Using Log-Linear Models
1218	Rehabilitation and Replacement of the East Layton Pipeline
1230	Validating “Fully Structural”: Development and Testing of a New Carbon Composite in situ Pressure Barrier for Trenchless Rehabilitation of Small-Diameter Pressure Pipelines
1240	Integrated Technology Applications for Effective Utility Infrastructure Asset Management
1250	Beyond Water Audits into Asset Management: The Process of Non-Revenue Water Reduction and Revenue Enhancement Activities
1260	Fully Structural Renewal of 39-inch PCCP Water Transmission Main with Swagelining™ and HDPE
1268	City of Baltimore SW Diversion 78-in. Diameter PCCP: 2,140 LF Continuous Carbon Fiber Pipe Rehabilitation
1280	Miami-Dade Implements Hybrid FRP Trenchless Repair System
1291	Composite versus Stand-Alone Design Methodologies for Carbon Fiber Lining Systems
1301	Better Data Equals Better Decisions: New Developments in Multi-Sensor Condition Assessment Technologies
1310	Application and Laboratory Tests of Stainless Steel Liner for Trenchless Rehabilitation of Water Mains in China
1319	Non-Invasive and Remote Pipeline Rehabilitation Technology Using Reactive and Magnetic Particles
1328	Engineering Rehabilitations Based on Non-Destructive Examinations
1341	Asset Management: Performance, Sustainability, and Resiliency Model Development
1356	Finite Element Modeling of Full-Scale Concrete Manholes under Soil Pressure
1366	Comparative Analysis of Geopolymer Technology for Sewer System Rehabilitation
1378	An Evaluation of Trenchless Point Repair Solutions for Pipes of Varying Inner Diameter and Offset Joints
1390	Effective Repair of Incidental Construction Damage to 54-inch PCCP Line
1399	Repairing the World’s Largest Prestressed Concrete Pipe: A Case Study of the Central Arizona Project’s Centennial Wash Siphon
1410	Motts Run Dam Outlet Rehabilitation—A Case Study Illustrating Design and Construction Aspects ASCE
1419	Design and Construction of a Raw River Water Welded Steel Transmission Main for a New Water Supply System in Northern Virginia
1430	Lessons Learned in the Design, Manufacture, Shipping, and Installation of the 108-inch Integrated Pipeline (IPL) Section 15-1
1442	Steel Water Transmission Mains in Liquefiable Soils in Hillsboro, Oregon, Planning Considerations
1454	Addressing Rehabilitation Challenges for the Underwood Creek Force Main
1466	Decision-Making Guidance for Culvert Rehabilitation and Replacement Using Trenchless Techniques
1475	Operations, Maintenance, Risk, and Safety Hot Tapping and Plugging Procedures Enable Replacement of Concrete Pressure Pipelines Reaching the End of Service Life without Service Interruption
1484	Evaluating Chloramine Loss in Raw Water Supply Pipelines
1493	Evaluating the Effectiveness of the Sewer Root Control Program for the City of Baltimore
1501	Performing a Condition Assessment of a 24-inch Diameter Gas Line Supplying an Important Part of a Suburban Area of a Large Midwest City
1512	Influences on the Rate of Pressure Drop in Automatic Line Break Control Valves on a Natural Gas Pipeline
1523	More Precise Hydro-Static Test Evaluation of High Pressure Petroleum Pipelines Using Automated Data Collection Techniques
1533	Maximum Transient Pressures in Batch Pipelines due to Valve Closures
1544	Electrochemical Impedance Spectroscopy: Characterizing the Performance of Corrosion Protective Pipeline Coatings
1556	Watertightness of CFRP Liners for Distressed Pipes
1567	Oil and Gas Pipeline Technology Finds Uses in the Water and Wastewater Industry
1577	Strategic Management of AC Pipe in Water Systems
1589	Pipe Bursting Asbestos Cement Pipe: The Process Is Established but What’s Next
1600	Management of a Pipe of High Concern for Failure: Asbestos Cement Pipes
1613	A Comparison Study of Water Pipe Failure Prediction Models Using Weibull Distribution and Binary Logistic Regression
1625	Where are the Hot Zones: Prioritization with Historical Pipe Break
1631	Minimizing the Risk of Catastrophic Failure of PCCP in the City of Baltimore
1643	Extending the Life of Existing Pipelines through the Use of a Retrofit Cathodic Protection and Internal Lining Program
1653	Evaluating Remaining Strength of Thinning and Weakening Lined Cylinder PCCP Force Mains due to Hydrogen Sulfide Corrosion
1665	Pipelines at Bridge Crossings: Empirical-Based Seismic Vulnerability Index
1678	Benefits of Global Standards on the Use of Optical Fiber Sensing Systems for the Impact of Construction of New Utilities and Tunnels on Existing Utilities
1690	Integrated Fiber Optic Sensing System for Pipeline Corrosion Monitoring
1700	Effects of Ultraviolet (UV) and Thermal Cycling on Polyurethane (PUR) Coated Water Transmission Pipelines
1718	Development of Constrained Soil Modulus Values for Buried Pipe Design
1734	Planning and Analysis The Value of Value Engineering—Functionality without Breaking the Bank on a Raw Water Transmission Project in Texas
1746	Triple Bottom-Line Assessment of Alternatives for a Large-Diameter Transmission Main from a Congested 280-MGD Water Treatment Plant Site
1753	Value Engineering of Conveyance System Projects on a Large Wet Weather Program
1763	Tools for Successful Risk Management of Your Next Underground Project
1773	Assessing the Condition and Consequence of Failure of Pipes Crossing Major Transportation Corridors
1785	Risk Model for Large-Diameter Transmission Pipeline Replacement Program
1795	Understanding Risk and Resilience to Better Manage Water Transmission Systems
1809	Shifting the Paradigm from Replacement to Management
1820	Baltimore’s First Step towards Advanced Pipeline Management
1832	Driving the Industry Forward Again: WSSC’s Pipeline Management System
1840	Asset Management Mixing Bowl: Idea Sharing Amongst Owners
1848	Smart Pipeline Infrastructure Network for Energy and Water (SPINE)
1858	Developing Design Standards for a New Multi-Agency Regional Water Supply System
1867	What Pipeline Management Can Do for You—A Review of the Costs and Benefits
1880	Developing a Pre-Certification Process for Using ISI Envision during the Planning Phase of a Pipeline Project ASCE
1891	Picking a Pipeline Route through a Densely Developed Urban Environment: The Challenges Are Not Technical
1902	DC Water Uses 3D FEM in Assessing Century Old Trunk Sewer
1913	Wilburton Sewer Improvements—No Problems, Just Opportunities to Provide a Toolbox of Engineering Solutions
1924	Potts Ditch: Rerouting the Impossible

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ASCE	2015


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Standard Title	Pipelines 2015 – Recent Advances in Underground Pipeline Engineering and Construction
Published Code	ASCE
Publication Date	2015

ASCE Pipelines2015 2015

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