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ASCE 9780784408544 2006

ASCE 9780784408544 2006

$71.50

Pipelines 2006

Published By Publication Date Number of Pages
ASCE 2006 874
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held in Chicago, Illinois, July 30

PDF Catalog

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

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ASCE 9780784408544 2006
$71.50