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ASCE 9780784411384 2010

ASCE 9780784411384 2010

$107.25

Pipelines 2010

Published By Publication Date Number of Pages
ASCE 2010 1590
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This collection contains 152 papers presented at the Pipelines 2010 Conference, held in Keystone, Colorado, August 28-September 1, 2010.

PDF Catalog

PDF Pages PDF Title
1 Cover
6 Table of Contents
18 Construction
A Study on Seismic Behavior of Buried Steel Pipelines Crossing Active Faults
30 A Variety of Construction Methods and Pipeline Materials Help Create a New Sewer System
40 CSO Conveyances Project—Selection, Analysis, Design, and Specifications with Multiple Competitive Pipe Materials
48 Demanding HDD Installation of Fusible 24-Inch PVC Pipe Sets New Record
58 Design-Build of Wastewater Force Main in North Bay Village, Florida
68 Development and Construction of the Nation’s Largest Water Main Rehab Project
78 Experimental Investigation of the Effect of Microfibers on the Tensile and Flexural Strengths of Low-Viscosity Grouts
88 General Services Contracting for Sewer Construction
98 Hueneme Outfall Confronts Unique Challenges in Horizontal Directional Drilling and Marine Construction for New Ocean Outfall
110 Implementing an Aquifer Storage and Recovery Project
124 Interceptor Construction in an Urban Area—How the City of Aurora Managed Competing Interests by Considering Constructability and Routing
137 Joint Integrity of Plastic Pressure Pipes in Municipal Service
148 Lessons from an HDD Project That Was Awarded for $1.74 Million with 90 Days to Complete That Took in Excess of $6 Million and More Than 1,000 Days
158 Managing Challenges Building the Aurora Prairie Waters Project
168 New Application for Fiber Wrap Strengthening of Buried Pipelines
177 One Project, Four Trenchless Methods
187 P.I.P.E. Solutions of the South Mainland Water Transmission Main
199 Pipe Joint Integrity: Cementitious and Metallic Pressure Pipes
209 Project Management Information Systems for Pipeline Design and Construction—PrairieNet
220 Protecting Existing PCCP Subject to External Transient Loads
228 Rapid Emergency Pipeline Repairs Utilizing CFRP
237 Raw Sewage through Steel Pipe: A Unique Application on the Pima County Plant Interconnect
248 Steel Selection and Pipe Fabrication Challenges of a 120-Inch-Diameter High-Strength-Steel Tunnel Liner Project
258 Tunneling Saves Money and the Environment
268 Twenty-One Foot Diameter Flexible Pipe—Construction
277 Twenty-One Foot Diameter Flexible Pipe—Design
286 Design
Preserving Capacity in CUWCD Aqueducts
295 Collecting and Converting 2-D Utility Mapping to 3-D
302 Contribution of Frictional Resistance to Restrain Unbalanced Thrust in Buried Pipelines
312 Design and Specification of Bolted Flange Joints in Water/Wastewater Practice
326 Features of the Lake Powell Pipeline Preliminary Design to Minimize Hydraulic Transients
340 Design of the Colorado Ocean Relief Sewer Project
350 Directional Drilling Design with ASTM F1962: A Decade of Success
360 Historic Development Adds Challenge to Storm Drain Tunnel under Railroad
370 Importance of Blowoffs and Design Considerations
377 Knoxville Utilities Board: Goose Creek Inverted Siphon Replacement
387 Materials Handling during Utilities Construction in Areas of Known Soil and Groundwater Contamination
398 Mechanical Property Changes in Steel during the Pipe Making Process
410 National Survey of Current Practices on Trench Bedding, Backfill, and Shoring
419 Performance of Plastic Pipes Installed in Dune Sand
432 Pipe Bursting Repair of the City of Tallahassee: Capital Circle 36-Inch Hobas Force Main
443 Pipe Zone Bedding And Backfill: A Flexible Pipe Perspective
456 Pipeline Appurtenance Alternatives
466 Reduction of Damage and Hindrance to Wastewater Transmission Systems Caused by Air Pockets by Deployment of Air Valves
480 Seismic Design of Ring Girders (1 of 2)
489 Seismic Design of Ring Girders Example (2 of 2)
503 Simplifying Upper Diamond Fork System Hydraulic Operations
513 Surge Control: When and Where in the Life of a Pipeline System
525 Thrust Induced Movement of Pipe Bends for Differing Pipe Materials
535 Trenchless Crossing of the South Platte River: A Case Study in Risk Management
545 Understanding Pipe Standard Specifications and Their Applications
555 Infrastructure Assessment/Monitoring 1
Advances in CCTV Technology for In-Service Water Mains
565 Prestressed Concrete Cylinder Pipe Decay
575 An Unexpected Christmas Present—Failure of a 48-Inch Waterline
583 Asset Management of a Failing 36″ Ductile Iron Sewage Force Main
594 Condition Assessment of Pressure Water Mains—Is It Worth Doing?
608 Considerations for Selecting Conveyance System Performance Measures
618 Innovative Inspection of Critical Large Diameter PCCP Pipelines without Completely De-Watering and under a River Crossing for Dallas Water Utilities
628 Detecting Wire Breaks from the Outside of PCCP
637 Establishing an Evaluation Matrix for Condition Assessment of Water Mains
645 Evaluating the Functionality of Water Distribution Networks in the Aftermath of Big Earthquakes Based on Nonlinear Modeling of Pipes Connections
655 Causes of Etiwanda Pipeline Mortar Lining Failure
665 Forensic Analysis of Oxidation Embrittlement in Failed HDPE Potable Water Pipes
680 Implementation of a Risk Based Asset Management Program: Aurora Water’s Story
686 Measuring the Energy Efficiency of Water Utilities
698 Metropolitan Water District of Southern California PCCP Condition Assessment and Comparison and Blind Test of RFTC and P-Wave
708 New Design Methods for Structural Rehabilitation of Rigid Pipes
718 PCCP Damage during Depressurization/Pressurization Cycles
728 Pipe Wall Evaluation Using Acoustic Pulses
736 Polyethylene Encasement for External Corrosion Control for Iron Pipelines—A Fifty Year History
747 Predictability and Preventability Indices for PCCP Water Mains
760 Process for Evaluating Sanitary Sewer Pipe and Manhole Condition Assessment Data
770 Research and Development Needs for the Inspection of Pressure Pipelines
781 Trenchless Water Main Rehabilitation Design Considerations
792 Update on the U.S.-China Collaborative Research Directions on Trenchless Technology and Critical Underground Infrastructure Issues
810 Use of Surface Potential and Other Electrical Measurements for Corrosion Assessments of Large Diameter Transmission Pipes
820 When to Intervene? Using Rates of Failure to Determine the Time to Shut Down Your PCCP Line
832 Infrastructure Assessment/Monitoring 2
Acoustic Based Condition Assessment of Asbestos Cement Water Transmission Laterals
843 Acoustic Wall Thickness Assessment of Large Diameter Mains
853 Alternatives for Condition Assessment of Small Diameter Sewage Force Mains
863 Application of Decision Support Models in Asset Management of Sewer Networks: Framework and Case Study
874 Classifying Structural Condition of Deteriorating Stormwater Pipes Using Support Vector Machine
884 Condition Assessment Methods for AC Pipe and Current Practices
895 Condition Assessment of 108 Miles of Water Transmission Laterals
907 Condition Assessment of a Pre-Stressed Concrete Cylinder Pipe While In Service
916 Condition Assessment of In-Service Ferous Mains
926 Damage Identification Based on Vibration Response of Prestressed Concrete Pipes
937 Detecting Deteriorating Thinning PCCP Pipe Mortar Coating
942 Emergency Action Plan for Failed Pipelines: A Proactive Solution
951 Head to Head Comparison of Large Diameter Leak Detection Methods in Denver, CO
961 Interactive GIS Tools for Sewer Assessment, Sewer Rehabilitation, and I/I Reduction
971 Laboratory Investigations of Corrosion Mechanisms and Control for Ductile Iron Pipe in Simulated Polyethylene Encasement (AWWA C105)
996 Large-Diameter RCP Condition Assessment Program—A Progressive Approach
1006 Leading the Way: The Washington Suburban Sanitary Commission’s Comprehensive PCCP Management Program
1015 Lessons Learned from Goleta West Rehabilitation Program
1023 Live Inspection of Large Diameter PCCP Using a Free-Swimming Tool
1033 Measurement and Analysis of PCCP Wire Breaks, Slips, and Delaminations
1042 Operations, Maintenance, and Capacity Improvements to the Papillion Creek Interceptor Sewer: Omaha, Nebraska
1055 Pipeline Case Histories with 2D and 3D Underground Imaging
1065 Safety and Waste Management of Asbestos Cement Pipes
1075 Structural Condition Assessment for Long Term Management of Critical Sewer Pipelines
1085 Use of Trenchless Technologies for a Comprehensive Asset Management of Culverts and Drainage Structures
1095 New and Emerging Technologies
A Study on the Effects of Surface Transverse Waves on Buried Steel Pipelines Considering the Nonlinear Behavior of Soil and Pipes
1105 Advancements in FRP Repair of PCCP
1115 Alignment Geohazard Evaluations Using Interactive GIS
1129 An Assessment of the Performance of Corrugated HDPE Pipe in Shallow Fills under Railroads
1140 Analysis of Interaction Mechanism between Slips and Drill Rod
1150 Carbon Fiber Reinforced Polymer (CFRP) As a Long Term Repair Solution
1160 Critical Factors to Consider in Designing and Implementing Effective Carbon Fiber Repairs of Pressure Pipelines
1167 Emergency Repair of a Mile Long Cast in Place Reinforced Concrete Penstock Using Fiber Reinforced Polymer (FRP) Technology
1177 Experimental Investigation of Pipe Soil Friction Coefficients for Direct Buried PVC Pipes
1187 Experimental Research on Ductile Iron Pipes with Rubber Gasketed Joints
1194 Field Demonstration of Emerging Pipe Wall Integrity Assessment Technologies for Large Cast Iron Water Mains
1205 Field Demonstration of Innovative Leak Detection/Location Technologies in Conjunction with Pipe Wall Thickness Testing for Water Mains
1216 GIS Asset Management of New Capital Projects
1222 HDD Crossing of Lake Austin Generates Data and New Model for Calculating Pull Force for Ductile Iron Pipe
1234 Improved Flexible-Expansion Joint Design Simplifies Pipeline Protection
1246 Innovative Application of Leak Detection Technology on a Combined Sewer System
1253 Performance of 120-Inch PressureCast Steel Pipe under 120° Sand-Bearing and Installed Condition
1261 Lateral Loading Experiment on Buried Pipe Using Liquefied Stabilized Soil as Backfill Material for Thrust Restraint
1272 No-Dig Solution to Major Sewer Line in St. Louis
1277 Numerical Modeling of Flow around Pipeline in Currents
1287 Rehabilitation of High Pressure Pipelines by an Innovative New Self Monitoring Internal Reinforcement Technology
1297 Superlaminate: The Next Generation of Carbon FRP Products for Repair of Pipelines
1307 Targeted HDD Design under Critical Structures to Reduce the Potential for Hydraulic Fracture
1317 Testing and Evaluation of a New Potable Water Pipe Renewal Product
1328 The Rehabilitation of a Crude Oil Cased Crossing by the Insertion of a Self-Monitoring Layered Thermoplastic Composite Pipe with High Pressure Capability: A Case Study
1338 Transient Pressure Monitoring Program—Nacimiento Water Project
1345 Planning
How Do You Spell Rehabilitation Success? — SSERP (A Program Approach to Comprehensive Wastewater Collection System Rehabilitation)
1355 A Successful Strategy for Environmental Permitting of an Aggressively Scheduled Major Water Supply Project
1367 Adfreeze Behavior between Chilled Gas Pipeline and Surrounding Frost Bulb
1377 Applicability of Restrained Joint PVC Pipe in Horizontal Directional Drilling
1388 Baton Rouge, Louisiana Sanitary Sewer Overflow Program Conveyance Design Requirements
1398 City of Modesto Takes a Proactive Approach to Avoid Sanitary Sewer Spill in Dry Creek: Constructing The Dry Creek/El Rio Sewer System
1409 Current Issues in the Trenchless Rehabilitation of Water Mains
1418 Design and Construction of the Lake Fork Pipeline
1428 Dynamic Simulation for Optimal Facility Sizing As Part of the Eastern New Mexico Rural Water Supply Project
1438 Emergency Assessment and Repair of a Sanitary Sewer by Trenchless and Traditional Open-Cut Methods
1447 Establishing an Evaluation Matrix for Water Main Rehab
1457 Evaluation, Inspection, and Rehabilitation of a Major Storm Sewer in the City of Aurora, Colorado
1468 Extending the Life of Iron Pipe in Corrosive Soils
1478 How Reclaimed Water Makes Cents
1488 Hydraulic Transient Modeling and Mitigation for a 100 Well, 146-Million-Gallon-per-Day Aquifer Storage and Recovery System
1498 Innovative Design of Large Diameter Fittings for the Lake Fork Interconnect Vault
1509 Integrated Decision-Support Framework for Municipal Infrastructure Asset
1520 Landfill Gas Pipeline Project Requires Aggressive Schedule to Achieve Significant Energy Savings for Milorganite Production
1531 Managing Project Budget Expectations through the Monitoring and Reporting of Pipeline Material Costs
1540 Plan, Finance, Design, and Deliver: How to Implement a Citywide Sanitary Sewer Improvement Program
1552 Planning, Design, and Construction of the Central Utah Water Conservancy District Water Development Project—CWP Pipeline
1562 Sanitary Sewer Rehabilitation Using Cured in Place Pipe (CIPP) in the City of Aurora: A Municipal Owner’s Perspective
1571 The Logistics of Large Diameter Waterline Shutdowns
1581 Understanding Your Manholes—Translating Inspection Data to Design

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ASCE 9780784411384 2010
$107.25