ASCE 9780784409343 2007
$71.50
Pipelines 2007
Published By | Publication Date | Number of Pages |
ASCE | 2007 | 1193 |
This collection contains 123 papers presented at the ASCE International Conference on Pipeline Engineering and Construction, held in Boston, Massachusetts, July 8-11, 2007.
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | Cover |
8 | Contents |
17 | Planning, Design, and Construction: Renewal Atlanta Projects Atlanta’s Consent Decrees Drive a Substantial Commitment to Trenchless Sewer Rehabilitation |
25 | Atlanta’s SSES and Integrated Sewer Rehabilitation Selection Process |
37 | Clean Water Atlanta Enterprise GIS |
45 | Hydraulic Modeling – A Tool for Addressing the Consent Decree |
56 | Sewer Renewal Fast-Track Pipeline Rehabilitation Using a Carbon Filter Reinforced Polymer (CFRP) Strengthening System |
64 | Trenchless Rehabilitation of Large Brick Conduits in Boston |
75 | Pipelines, Trains, and Automobiles: Rehabilitation of an 18” Sewer with No Excavation – Howard Street Sewer Project, Framingham, MA |
83 | Innovative Renewal Technologies Successful Rehabilitation Project Utilizes Multiple Methods from the Trenchless Toolbox Case Study of an Infrastructure Renewal Program |
91 | Turn-Key Condition Assessment and Rehabilitation/Replacement Solution for an Effluent Force Main |
100 | PCCP Inspection: Prioritizing Risk, Assessing Shutdown Impacts, and Executing the Inspection |
109 | Renewal Design Increase Your Design “Bottom Line” with Trenchless Solutions |
117 | Sewer Hydraulic Design Criteria |
126 | Validation of a Decision Support System for Method Selection in Utility Construction |
136 | Reliability and Quality Steel Water Pipe – The Importance of Fabricator Certification |
145 | Temporary Diversion Systems: Reliability is Everything |
154 | Carbon Fiber Liner Quality Control for Repair of PCCP |
164 | Failure Analysis Robotic RFEC/TC Inspection of Transmission Mains with Reducers: Practical Aspects |
169 | Sewer Pipeline Operational Condition Prediction Using Multiple Regression |
180 | Investigation of the Failures of the Deep Sewers and Service Laterals in California |
192 | Cost Analysis Cost Comparison of Pipeline Asset Replacement: Open-Cut and Pipe-Bursting |
203 | Rising Water and Wastewater Pipeline Construction Costs: A Survey of the DFW Metroplex Marketplace |
212 | Optimal Scheduling of Pipe Replacement, Including Opportunity, Social, and Environmental Costs |
223 | Design Life Prediction Study on Mechanical Property of Corroded Pipeline |
232 | Wastewater Collection System Rehabilitation and Replacement (R&R) Program Prioritization |
237 | Structural Condition Models for Sewer Pipeline |
248 | Renewal Investigations Trenchless Water Pipe Condition Assessment Using Artificial Neural Network |
257 | Research on Safety Evaluation Model of the Main Underground Pipelines in Shanghai, China |
269 | 102-Inch Cliff Pipe Rehabilitation |
279 | Planning, Design, and Construction: New Construction Microtunneling and HDD Twin 30-Inch Ductile Iron Pipe HDD Crossings of the Historic San Marcos River |
290 | Pipe Jacking in Difficult Urban Waterfront Conditions |
302 | Horizontal Directional Drilling with Ductile Iron Pipe |
307 | Innovative Record Length Twin 60-Inch Microtunnel Drives beneath US 50 and High School in West Sacramento: Combine Direct-Jacked Carrier Pipe and Casing and Carrier in Single Drive |
317 | Geotechnical Investigations Procedures for Utilizing Vacuum Technology Safely and Effectively |
324 | Constructability of Large Diameter Pipelines in an Urban Environment: A Case Study |
329 | Sound Baseline Geotechnical Investigation and Interpretation Offers Most Valuable Liability Management in Pipeline Projects |
343 | Horizontal Directional Drilling Projects Horizontal Directional Drilling Installation of Segmented PVC Watermain Pipe in Richmond, Canada |
353 | Davenport Ranch, Austin, Texas: Crossing Lake Austin Using Horizontal Directional Drilling |
364 | Simplified Methodology for Selecting Polyethylene Pipe for Mini (or Midi) – HDD Applications |
379 | Planning and Design of New Construction Projects I Design-Build and Trenchless – A Perfect Solution! |
386 | HDD in an Urban Environment: The Bellevue Pump Station Force Main Project |
398 | Planning Methodology for Small Diameter Pipelines in an Urban Environment |
408 | Challenging Projects Seymour-Capilano Water Filtration Project: Steel – The Product of Choice |
422 | Lake Tawakoni Water Supply Project, Critical Path Issues and Lessons Learned: Fast-Tracking a $100 Million Water Transmission Project |
433 | Nacimiento Water Project Intake Facility |
443 | Planning and Design of New Construction Projects II Pipe Selection Criteria for Trenchless Projects: Microtunneling for Large Tunnels |
458 | Utilizing Trenchless Technology for Design of Utilities in Baytown |
466 | Water Infrastructure for the 21st Century: U.S. EPA’s Research Plans for Gravity Sewers |
477 | Design and Construction HDD Utility Tunnel to Peddocks Island – Fort Andrews |
487 | Design and Construction of a Large Diameter Welded Steel Pipe Bridge Crossing for Potable Water Supply in Anchorage, Alaska |
501 | Design and Construction of Large Diameter Steel Yard Piping for a “Fast-Track” Design-Build-Operate (DBO) 100 MGD Water Treatment Plant |
511 | Planning and Design of New Construction Projects III Overdeflection of 48-Inch Steel Water Line |
521 | Design and Construction of Denver Water’s Recycled Water Distribution System |
531 | Challenges for Pipeline Bidding in a Seller’s Market |
542 | Lessons Learned Pipeline Planning and Design Considerations in a Challenging Urban Environment |
550 | How a Directional Drilled River Crossing Water Main Saved Significant Permitting Requirements, Construction Time, and Money, Aroostook River, Caribou, Maine |
558 | Lessons from the Failure of Two Reclaimed Water Lines in California |
569 | Asset Management, Risks, and Inspection Risk Assessment Risk Management Begins in the Planning Stage |
579 | Inline Assessment of Transmission Pipelines in the Oil and Gas and Water Sectors |
586 | Risk Management of Pipeline Corrosion in the Water and Wastewater Industries |
594 | Risk Management for Planning and Decision Making of Pipeline Projects |
608 | Pipeline Assessment Technologies to Assess and Manage Providence Water’s 102” PCCP Aqueduct |
616 | Assessment of Residual Tensile Strength on Cast Iron Pipes |
623 | Snap, Crack, Pop – Recording of a Prestressed Pipe Failure |
632 | Condition Assessment and Failure Analysis Failure of Prestressed Concrete Cylinder Pipe |
649 | PCCP Reliability Management |
659 | Welded Lap Joint Brittle Failure: A Structural Assessment of an Atlanta 72-Inch Welded Steel Water Pipe Demonstrates Need for Improvement in AWWA Standards |
672 | Pressure Pipe Inspection and Maintenance PCCP Sewerage Force Main Structural Condition Assessment and Asset Management Approach |
683 | Condition Assessment of Prestressed Concrete Cylinder Pipe Used in the Circulating Water System at Great River Energy’s Coal Creek Station |
693 | Baltimore’s Pilot Water Main Inspection Program Becomes Emergency Rehab/Replacement Project |
703 | Asset Management I A Proactive Approach to Asset Management: Milton’s Town-Wide Sewer Investigation and Rehabilitation Program |
711 | Establishing a Collection System Baseline Condition Assessment Program One Step at a Time |
721 | Setting Pipeline Rehabilitation Priorities to Achieve “Best” Results – A Case Study Using Condition and Criticality Criteria |
731 | Condition Assessment I Condition Assessment Priorities for City of Houston |
741 | Establishing a CCTV Inspection, Assessment, and Improvement Program for a Large Diameter Collection System |
751 | Scattergraph Principles and Practice: Characterization of Sanitary Sewer and Combined Sewer Overflows |
766 | Asset Management II Development of an Asset Management Framework for Culvert Inventory and Inspection |
777 | Making Remaining Life Predictions for Better Pipeline Asset Management |
788 | Using GIS for Pipeline Data Management at the Palo Verde Nuclear Facility |
795 | Condition Assessment II Reconciling Conflicting Utility Location Data: A Case Study of Submarine Gas Lines in the Providence River |
805 | Assessing PCCP Transmission Mains |
811 | Condition Assessment of an Asbestos Cement Pipeline |
821 | Condition Assessment III Analysis of Ductile Iron Corrosion Data from Operating Mains and Its Significance |
830 | LADAR-Based Pipeline Inspection and Location |
841 | Condition Assessment and Rehabilitation Recommendations to Renew Raw Water Pipeline Infrastructure for City of Atlanta |
853 | Future, Corrosion, Education, and Case Studies New Products and Developments The Perspective of the Small Diameter Subterrene Rock-Melting Drills Used for Trenchless Pipeline Installation |
861 | Practical Engineering Considerations for Developing a Free-Swimming Tool for RFEC/TC Inspection of PCCP Transmission Mains in a Live Operating Environment |
867 | Development of Keyhold Pipe Tapping and Plugging Tools |
875 | Fiber-Reinforced Composite Sandwich Technology: Expanding the Application Envelope for Cured-in-Place-Pipe Products |
887 | Lessons Learned Lessons from the Investigation of the Failure of a Water Main Buried Next to 128,000 Volt Electrical Cable |
900 | Lessons Learned from Large Diameter Sanitary Sewer Pipe Bursting Project: Conversion of Abandoned Gravity Sewer Main into Upsized Sanitary Force Main, South San Francisco, CA |
910 | Lessons Learned – Lining Asbestos Cement Sewer Main |
921 | Corrosion Protection Evaluation of the Corrosivity of HDD Drilling Fluids Utilized for Ductile Iron Pipe Installations |
936 | Cathodic Protection of an Existing Ductile Iron Water Main Using Linear Distributed Anodes |
946 | Corrosion Protection of Large Diameter Welded Steel Pipelines with Cement Mortar Coatings |
956 | Corrosion Analysis and Permitting Assessing Polyethylene Encased Ductile Iron Pipelines |
968 | How to Provide Indefinite Life for Municipal Metallic Transmission Pipelines |
982 | Challenges of Disposing of Tunneling Water |
988 | New Technologies I Pilot Tube Microtunneling Explodes in the U.S. Using Vitrified Clay Jacking Pipe |
997 | A New Generation of Cementitious Materials for Mortar Lining of Buried Pipes |
1006 | Use of Nanomaterials for Concrete Pipe Protection |
1017 | New Technologies II Pneumatic Piercing Tools for Last Mile Installations |
1025 | A GIS Based Simulation of Ground Movement Due to Pipe Bursting Operation |
1035 | Innovations in Watermain Renewal |
1046 | Case Studies I Pneumatic Pipe Ramming Solves Emergency Situation for Rail Corridor |
1048 | Case Studies for a Free-Swimming Acoustic Leak Detection System Used in Large Diameter Transmission Pipelines |
1052 | Lessons from the Investigation of Problems in Airport Way Sanitary Sewer in Portland, Oregon |
1062 | Case Studies II Case History of Tunnel Construction, Lower Northwest Interceptor Program |
1074 | Integrated Leak Detection at Dallas Water Utilities |
1080 | Why All the Broken Pipe? |
1089 | Technology Evaluation Determination of Pipe Pullback Load for Horizontal Directional Drilling (HDD) Crossings by Finite Element Method |
1105 | Information Pipeline: Enhancing Pipeline Management and Analysis Using GIS at the Tarrant Regional Water District |
1112 | Failure Risk Analysis of Lined Cylinder Pipes with Broken Wires and Corroded Cylinder |
1122 | Poster/Alternate Papers Poster Presentations or Alternates Long-Term Plastic Pipe Stiffness Measured by Conventional and Accelerated Procedures |
1132 | Leak Detection on Wastewater Forcemains and Siphons in North America Using the Sahara® Acoustic System |
1142 | Surge Protection of a Wellfield Pipeline System through Hardening and Risk Analysis |
1148 | A Basis for Using Single-Welded or Double-Welded Lap-Joints for Steel Water Pipe |
1155 | When a Train Comes – You Must Move: Transit Rail Lines Impacting Underground Infrastructure |
1163 | Proven Electrical Test Methods for the Evaluation of the Condition of Existing Metallic Pipelines |
1173 | Analysis of the Advantage of Trenchless Construction’s Cost by Disutility-Cost Assessment Method in China |
1184 | Research on Construction Technology for Yangtze-River Crossing Tunnel Project in Wuhan |