Already a subscriber?
MADCAD.com Free Trial
Sign up for a 3 day free trial to explore the MADCAD.com interface, PLUS access the
2009 International Building Code to see how it all works.
If you like to setup a quick demo, let us know at support@madcad.com
or +1 800.798.9296 and we will be happy to schedule a webinar for you.
Security check
Please login to your personal account to use this feature.
Please login to your authorized staff account to use this feature.
Are you sure you want to empty the cart?
Pipelines 2008 - Pipeline Asset Management, Maximizing Performance of our Pipeline Infrastructure, 2008
- Cover
- Table of Contents
- Planning, Design, and Construction (Renewal) [Go to Page]
- Session A1 [Go to Page]
- Bridge the San Joaquin River—One Challenge in 37 Mile Pipeline
- Buckling of Unconfined and Confined Thin-Walled Steel Cylinders under External Pressure
- Field Measurement and Numerical Analysis for Buried Large Diameter Steel Pipes
- Pre-Construction Drillability Assessment for Horizontal Directional Drilling in Rock
- Session A2 [Go to Page]
- Implementing Water Main Renovation
- Submerge Pipeline under the Karun River by Artificial Intelligence Design of Spinal Cords Behavior and Physical Model
- Subsurface Utility Engineering for Highway Construction
- Session A3 [Go to Page]
- A Proactive Approach to the Rehabilitation of an Aging Brick Sewer Infrastructure in Newark, New Jersey
- Seismic Design of Bell-and-Spigot Joints for Large Diameter Steel Pipe
- Trenchless Technology Applied to Degraded Gravity Concrete Outfall Sewer to Avoid Collapse
- Session A4 [Go to Page]
- Developing Predictable Cost Curves for Urban Transmission Projects
- Selecting the Best Pipeline Route Based on Facts Not Feelings
- Fusible Polyvinylchloride Pipe in Municipal Applications: A Canadian Perspective
- Session A5 [Go to Page]
- A Happy Ending after Eight Catastrophic Failures: Wichita Falls' Experience with Condition Assessment
- Longitudinal Stresses in Pressure Pipeline Design—A Critical Review
- Stockton Delta Water Project Pipeline Design Challenges
- Session A6 [Go to Page]
- Axial Joint Design for Welded Buried Steel Pipe
- Design and Construction of Large Diameter Pipelines at a Major Southern California Water Treatment Facility
- Leak Induced Settlement of Buried Pipelines in Collapsible Soil
- Session A7 [Go to Page]
- Changes to North American PVC Pressure Pipe Standards
- Flowable Fill and the Ridges Basin Inlet Conduit
- Pipe Thrust Restraint in Treatment Plant Applications
- Session A8 [Go to Page]
- Installation of Gravity Sewers Using Horizontal Directional Drilling (HDD)
- Lateral Pipe Bursting Focus for Inflow and Infiltration in Sanitary Sewer Systems
- Ultrasonic Inspection System for Wastewater Concrete Pipes
- Planning, Design, and Construction (New Construction) [Go to Page]
- Session B1 [Go to Page]
- A Discussion of E' versus Depth
- Research on Detection to Long Distance and Super Deep Pipeline Installed by HDD
- Subsurface Utility Engineering: A Technology-Driven Process That Results in Increased Safety, Fewer Design Changes, and Lower Costs
- Utility Asset Management through a Joint-Use Pipeline Network for Cables
- Session B2 [Go to Page]
- Design of a 120 in.-Diameter Steel Bifurcation with a Small Acute Angle for a High- Pressure Penstock
- Probabilistic Soil-Structure Interaction Model for Pipe-Jacking Force Analysis
- Shaking Table Experiments on Lightweight Thrust Restraint for Buried Bend
- Session B3 [Go to Page]
- Horizontal Directional Drilling—Sharing an Inaugural Experience
- Pipeline Asset Management: Initial Investigative Foray into the Las Vegas Valley Water District (LVVWD) Steel Pipeline System
- Lessons Learned from Pomerado Pipeline 4 Rehabilitation
- Session B4 [Go to Page]
- Ponce de Leon Combined Sewer System Separation Planning, Design, and Construction
- Potholing from a Contractor's Perspective
- The Design and Performance of Pressure Pipe Liners under Static and Cyclic Loading
- Session B5 [Go to Page]
- Best Practices for Owner QA and QC Procedures for Large Diameter Pipelines
- Full Scale Test Installation for Reinforced Concrete Pipe
- Utilizing Horizontal Directional Drilling to Deal with Deep Scour and Severe Environmental Restrictions in a 1700-Foot River Crossing
- Session B6 [Go to Page]
- Fabrication of Welded Steel Wye Branches
- Planning for Regional Water Supply Needs in Florida through an Integrated Loop Pipeline System
- The City of Atlanta: Microtunneling Projects Using Vitrified Clay Jacking Pipe
- Session B7 [Go to Page]
- Design and Construction of the St. Rose Sanitary Sewer Phase I: Henderson, Nevada
- NCPI/NYC Research Project—An Evaluation of Four Bedding Systems
- Bringing Carbon Fiber Lining Design and Practices to the Next Level
- Session B8 [Go to Page]
- Guaranteeing Zero Leakage on a New 20 Mile Pipeline: TRWD’s 350 MGD Eagle Mountain Connection Project
- How a Small Agency Manages a Mega Pipeline Project—A Success Story
- New Thrust Restraint Technique Using Geosynthetics for Buried Bend
- Asset Management, Risks, and Inspection [Go to Page]
- Session C1 [Go to Page]
- An Integrated Management Approach for Critical Water Mains
- Innovation by Evolution: Modern Techniques for Integral Pipe Joint Design
- U.S.-China Collaborative Research Directions on Trenchless Technology and Critical Underground Infrastructure Issues
- Wavy Imperfections and the Strength of Cast-in-Place Pressure Pipe Liners
- Session C2 [Go to Page]
- A Lifetime Prediction Methodology for a Comprehensive Pipeline Risk Management System
- Experimental Investigation of Stress-Strain State of the Thin-Walled Steel Pipe Subjected to Combined Loads
- Session C3 [Go to Page]
- Asset Management Applied to Trenchless Sewer Repair (Life Cycle Cost Impact on Property Tax)
- Evaluation of an Un-Tethered Free-Swimming Acoustic Leak Detection Technology
- Integration of Geographic Information System and Probabilistic Analysis for Optimized Pipe Infrastructure Decisions
- Session C4 [Go to Page]
- Digital Pipeline Image Scanning and Intelligent Data Management for Sewer Pipelines
- Scattergraph Principles and Practice: Evaluating Pump Stations, Inverted Siphons, and Other Related Structures
- Spatial Analysis Using GIS to Study Performance of Highway Culvers in Ohio
- Session C5 [Go to Page]
- Assessing Pipe Condition and Risk in Portland, Oregon's Distribution System
- Managing Risk to Groundwater Wells during Pump Station and Pipeline Construction—The Walnut Lake Project
- Modeling of Stress Corrosion Cracking in Plastic Pipes
- Session C6 [Go to Page]
- Asset Management and Nondestructive Evaluation of Force Mains in New York City
- City of Rochester, NY Conduit Planning Study: Rush Reservoir to City Reservoirs
- NACE International Water and Wastewater Advisory Council
- Session C7 [Go to Page]
- Achieving a More Complete View of the Subsurface with 3D Underground Imaging
- Practical Asset Management and Monitoring Saves Millions on Problematic 60" and 96" PCCP Mains
- Trenchless Renewal of Culverts and Storm Sewers
- Hydraulic Design [Go to Page]
- Session D1 [Go to Page]
- Developing a Closing Rule Curve for Valves in Pipelines to Control the Water Hammer Impacts: Application of the NSGA-II Optimization Model
- Field Data for the Calibration of a Hydraulic Model
- Step by Step Evaluation of Hydrofracture Risks for Horizontal Directional Drilling Projects
- Transient Pressure Monitoring in El Paso
- Session D2 [Go to Page]
- Clustered Models for the Integration of Sewer Condition Classification Protocols
- Seismic Vulnerability of a Natural Gas Pipeline Network
- Transient Control for a Multiple Booster Pumping Station and Transmission Pipeline System—Design, Testing, Adjustment, and Operation
- Session D3 [Go to Page]
- Assessing Performance of a Water Transmission System Using an Inverse Transient Method
- Hydraulic Transient Considerations in Conceptual Design
- The Lake Marion Regional Water System: Planning a Regional Water System to Spur Economic Development
- Session D4 [Go to Page]
- "Carpet Center of the World" Is Guaranteed a Long Term Water Supply
- Optimization of Water Tanks Size and Location on Networks
- When Modeling Isn't Enough
- Session D5 [Go to Page]
- City of Phoenix Superior Pipeline PCCP Investigation and Assessment
- Settlement Prediction and FEM Analysis of Culvert Section under High-Filled Embankment
- The Importance of Valves to Asset Management and Pipeline Performance
- Session D6 [Go to Page]
- Design of a New Parallel Lake Water Intake for the Champlain Water District in South Burlington, Vermont
- Planning: Key to Minimizing Impacts to the Texas Medical Center
- Private Property Virtual Library: Helping to Connect Useful Resources to Those Who Need It
- Session D7 [Go to Page]
- A Field Study of HDD Installed Ductile Iron Pipe
- City of Phoenix Superior Pipeline PCCP Failure and Emergency Repair
- Water Loss Levels from Transmission Mains in Urban Environments
- Durability, Operation, Maintenance [Go to Page]
- Session E1 [Go to Page]
- An Independent Evaluation of the Effectiveness of Polyethylene Encasement as a Corrosion Control Measure for Ductile Iron Pipe
- Assessing Sanitary Sewer Systems through Basin Characterization
- Evaluating Alternative Alignments and Maximizing Existing Sewer Capacities Results in Cost Savings for Sewer Improvements at the Design Level
- Municipal Infrastructure Capital Improvement Planning—A Software Based Solution Better Than the Etch A Sketch
- Session E2 [Go to Page]
- Inspection, Failure Risk Analysis, and Repair of Cooling-Water Lines in One Outage
- Minimising Streetworks Disruption by Mapping the Underworld
- Rehab—Not Just for Celebrities Anymore: Optimizing Sewer Pipeline Rehab through a Unique Approach
- Session E3 [Go to Page]
- Polyethylene Encasement as an Asset Preservation Method for Ductile Iron Pipe
- Safe Work Practice and Equipment Required for the Successful Rehabilitation of PCCP Using a Carbon Fiber Reinforced Polymer (CFRP) Strengthening System
- San Jose Trunk Sewer Inspection and Assessment
- Session E4 [Go to Page]
- An Empirical Model for the Prediction of Structural Behavior of Wastewater Collection Systems
- Applications of Non-Destructive Evaluation (NDE) in Pipeline Inspection
- Welding Considerations for Stainless Steel Pipe
- Session E5 [Go to Page]
- Condition Assessment of a 66-Inch Diameter PCCP Raw Water Transmission Main
- Inline CCTV Inspections of In-Service Pressurized Water Mains
- Wastewater Asset Management at the City of Edmonton, Alberta
- Session E6 [Go to Page]
- Effect of Over-Insertion and Over-Deflection on the Integrity of PVC Pressure Pipe: Numerical and Experimental Analysis
- Instrumentation of a Section of AC Pipe in Expansive Soil
- Pipeline Condition Assessment by Physical Evaluation
- Session E7 [Go to Page]
- Collection System Improvements to Effectively Reduce SSOs
- Plastic Pipeliner Long-Term Design: How to Accommodate Creep
- Future, Corrosion, Education, and Case Studies [Go to Page]
- Session F1 [Go to Page]
- Analysis of Delay Causes for Pipeline Projects in Sewage System: Taiwan Cases
- Cost of Underground Infrastructure Renewal: A Comparison of Open-Cut and Trenchless Methods
- Impact of Hurricanes on Buried Infrastructure Networks—A Case History
- Trenchless Installation of Restrained-Joint PVC Wastewater Pipe in Broomfield Colorado County Park
- Session F2 [Go to Page]
- AC Enigma: Using Opportunistic Sampling to Assess Asbestos-Cement Water Main Performance in Winnipeg
- Evaluation of Alternative Alignments and Maximizing Existing Sewer Capacities at the Master Plan Level: Cost Savings for Sewer Improvements Are Achieved
- Scattergraph Principles and Practice: Peeling the Onion—Evaluating the Accuracy of Flow Monitor Data
- Session F3 [Go to Page]
- Addressing Construction Issues Resulting from a Contractor's Bankruptcy Declaration
- Quality Control of Carbon Fiber Composite System Repairs of PCCP from the Inspector's Viewpoint
- Use of Native Soil in Place of Aggregate in Controlled Low Strength Material (CLSM)
- Session F4 [Go to Page]
- Large Diameter HDD Pipe Installations and HDD Assist Techniques
- Lessons Learned from Failure of a Large Diameter Water Pipeline
- The Present Conditions and Sustainability of Underground Infrastructure Asset Management in Mainland China
- Session F5 [Go to Page]
- Development of PCCP Wire Breaks Prediction Model Using Artificial Neural Networks
- Pipe Vision: Condition Based Assessment of a South Florida Sewage Force Main
- The Pursuit of Infiltration and Inflow Reduction Case Study Documents Quantifiable Success
- Session F6 [Go to Page]
- Lessons Learned from a 66-Inch PCCP Break in San Diego
- Pipe Selection for Transient Control and Energy Savings
- Session F7 [Go to Page]
- GIS Applications for Spatial Analysis of Water Distribution Pipeline Breakage and Condition Assessment Data
- Insights Gained from October 2006 Failure of the Homestake Pipeline
- Pipelines and Light Rail Transit: A Pipeline Owner's Guide to Stray Current [Go to Page]