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Pipelines 2006, 2006
- Cover
- Contents
- Hydraulic Design [Go to Page]
- Design of Hydraulic Structures for a 350 MGD Water Supply System
- Case Studies in Transient Pressure Monitoring
- Integrated Use of City’s GIS Data and Hydraulic Model Development
- Surge Control Strategies for the Sacramento Lower Northwest Interceptor
- East Fork Water Supply Project, Conveyance Pipeline: Review of Design Options for Flow Metering and Lake Lavon Outfall
- Groundwater Transfer Program: North Harris County Regional Water Authority
- Pipeline Asset Management [Go to Page]
- Too Much Excitement under Highway 87
- Condition Assessment of Norfolk’s 36-Inch Raw Water Mains: Rehabilitation vs. Replacement
- Assessing and Managing PCCP Water Transmission Mains, Baltimore County, Maryland—A Case Study
- Fiber Optic Sensors for Acoustic Monitoring of PCCP
- Collection System Asset Management—Benchmarking Performance through Annual Reporting
- RFEC/TC Inspection of PCCP with no Shorting Straps at the San Francisco Public Utilities Commission
- Asset Management Strategies for Metallic Municipal Transmission Pipelines
- Pinpointing Exfiltration in Large Diameter Pressurized Wastewater Pipelines with the Sahara Tethered System
- Hydraulic Transients with Genetic Algorithms Used for Leakage Detection in Real Water Distribution Networks
- Scattergraph Principles and Practice: Tools and Techniques to Evaluate Sewer Capacity
- Scattergraph Principles and Practice: Practical Application of the Froude Number to Flow Monitoring
- Field Application of Sewer Electro-Scan in Large Pipe Condition Assessment
- A Non-Destructive Method for Structural Evaluation of Pipeline Suspension Bridges
- Determining Base Infiltration in Sewers: A Comparison of Empirical Methods and Verification Results
- Comparison of Identified Distress in CCP Pipelines Operated by Water Utilities in North America
- An Integrated Dynamic Approach to PCCP Integrity Management
- Development of a PCCP Management Plan Using Sonic/Ultrasonic Nondestructive Testing Results
- Financial Benefits from Seven Years of Water Loss Control Utilizing the Sahara® System at Thames Water in the United Kingdom
- Developments in a Free-Swimming Acoustic Leak Detection System for Water Transmission Pipelines
- GLSD Asset Management of an “At Risk” PCCP Force Main
- Assessment Model of Water Main Conditions
- Pipeline Construction Management [Go to Page]
- Overview of Design and Construction of the Northern Water Supply System
- Setting the Construction Priorities of the Routes in a Common Duct Network
- How One Large Water Utility Self-Performs Construction Management
- Leak Detection in Large Diameter Fiberglass Pipe
- The Great Man-Made River Project
- Horizontal Directional Drilling Utilizing 36-Inch Flexible Restrained Joint Ductile Iron Pipe—A Successful First Experience
- Managing Fast Track Design and Construction Projects—How to Stay on Schedule and within Budget
- Cleveland, Ohio’s 108 Inch Outfall—A Special Marine Achievement
- An Explanation of ISO Registration: What Does it Give Your Pipeline Project?
- Some Lessons Learned from Failure of a Pipeline
- Pipeline Construction Management—Pitfalls, Contract Traps, and Conflicts: How to Recognize and Avoid Them
- Pipeline Durability Considerations
- Thrust Restraint Behavior of Pipelines with Mechanically Harnessed Joints
- PCCP Carbon-Fiber-Liner Repair-Standard-Specifications
- Pipeline Contactor for the City of Wichita, Kansas High Pressure Ozone Facility
- Steel Water Pipe Joint Testing
- Development of Fabric-Wrapping Technique for Leaking Pipeline Joints under Roadway Pavement
- Cypress Creek Transmission Main—Last Major Link in Tampa Bay Water’s Regional Pipeline System
- An Investigation into the History and Use of Welded Lap Joints for Steel Water Pipe
- Establishing 100-Year Service Life for Corrugated HDPE Drainage Pipe
- Repair of PCCP by Post Tensioning
- Advancements in Steel Making and the Effect on Pipeline Specifications
- Ultimate Strength Prediction of Steel Liners Using Nonlinear Finite Element Analysis
- Assessment of Damage to Urban Buried Infrastructure in the Aftermath of Hurricanes Katrina and Rita
- Behavior of Thermoplastic Liners within Degraded Concrete Pipe
- Ductile Iron Pipe: Proven Synergistic Corrosion Protection
- Pipeline Infrastructure Renewal [Go to Page]
- Eden Park Feeder Replacement
- The Ayr Storm Outfall
- Rehabilitation of Existing 24, 30, and 36-Inch Waterline in High Traffic Areas
- Rehabilitation of a 72-Inch PCCP Transmission Main in Phoenix, AZ
- Meeting the Standard—Air Release Valve and PCCP Rehabilitation
- Structural Rehabilitation of Semi Elliptical Concrete Sewers
- The Failure Behavior of an Epoxy Resin Subject to Multiaxial Loading
- Preference Trade-Offs in Choosing Domestic Plumbing Materials
- Sewer Pipe Infiltration Assessment: Comparison of Electro-Scan, Joint Pressure Testing, and CCTV Inspection
- Steel Liners in Large Diameter Prestressed Concrete Cylinder Pipe: Calleguas Municipal Water District’s 2005 Failure, Repair, Evaluation, and Reinforcement
- Rehabilitation Scenarios for Sustainable Water Mains
- Transmission Main Cleaning and Lining
- City of Myrtle Beach Stormwater Management Master Plan and Final Design for Upgrade and Replacement of Beach Outfalls
- Design and Dispersion Analysis for Upgrade and Replacement of Beach Outfalls
- Pipeline Planning and Route Selection [Go to Page]
- A 72-Inch Water Pipeline through a Developed Neighborhood: A Design and Construction Challenge—Allen/Plano/Frisco/McKinney Project A 72-Inch Pipeline
- Challenges and Solutions for Selecting an Optimal Water Main Route
- Challenges and Lessons Learned on the Bliss Run Parallel Relief Storm Sewer in Columbus, Ohio
- Piping in Tight Quarters: Special Design Challenges for Waterworks Plant Yard Piping
- A Guide to Route Selection for Large Diameter Pipeline Projects
- Seismic Effect on Pipelines/Pipeline Security and Safety [Go to Page]
- Design Considerations for Large Diameter Buried Pipelines at a Water Treatment Facility with Limited Space, Large Differential Settlements, and Corrosive Soils
- Dynamic Response of Continuous Buried Pipes in Seismic Areas
- Water Rationing Model for Water Networks under Short-Term Water Supply Shortage
- Ultimate Capacity of Welded-Slip Joints under Axial Compression
- Seismic Evaluation of Sweeping Bends
- Soil Structure Interaction [Go to Page]
- Shear Behavior of Small Span Single and Double Precast Reinforced Concrete Box Culverts
- Field Test for Buried Large Steel Pipes with Thin Wall
- Improved Solution for Pipe Stiffness as Measured by Parallel-Plate Load Test Method
- Numerical Modeling of Buried Bended Elbow-Pipeline Subjected to Lateral Ground Displacements
- The Behavior of Buried Flexible Pipe in Peat Ground
- Three-Dimensional Modeling of Live Loads on Culverts
- Statistical and 3D Numerical Identification of Pipe and Bedding Characteristics Responsible for Longitudinal Behavior of Buried Pipe
- Model Pit Test and DEM Analysis on Buried Pipe Subject to Lateral Loading
- Trenchless Technology Construction [Go to Page]
- Gravity Sewer Installations Using the Arrowbore Method: Case History
- Single Pass Micro-Tunneling Reinforced Concrete Cylinder Pipe for Pressure Flow Applications
- Constitutive Model for High Density Polyethylene to Capture Strain Reversal
- Minimizing Public Exposure to Cross-Bores in Unmarked Sewer Service Laterals
- Lower Stone Canyon Bypass Line No. 2, Los Angeles, California: Lessons Learned from Reservoir Bottom and Tunnel Pipeline Design and Construction
- HDD Shore Approaches in the Biscayne Bay Marine Sanctuary
- HDD–Cartridge Method and 24-Inch (610mm) Ductile Iron Pipe Key to Minimizing Surface Disruption in Hillsborough County
- Combined Directional Drilling to Reduce Design and Construction Costs
- Wastewater Rehabilitation in a NIMBY Environment: The Lake Arlington Wastewater Interceptor
- Experiences in Adopting Trenchless Methods in China
- Modeling Burst Head Advance during Static Pipe Bursting
- The Most Cost Effective Method for Eliminating Inflow
- Lake Hodges to Olivenhain Pipeline Tunnel, Shaft, and Site Development: Use of ASTM A841 TMCP Steel [Go to Page]