{"id":78648,"date":"2024-10-17T18:24:07","date_gmt":"2024-10-17T18:24:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784409343-2007\/"},"modified":"2024-10-24T19:37:39","modified_gmt":"2024-10-24T19:37:39","slug":"asce-9780784409343-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784409343-2007\/","title":{"rendered":"ASCE 9780784409343 2007"},"content":{"rendered":"

This collection contains 123 papers presented at the ASCE International Conference on Pipeline Engineering and Construction, held in Boston, Massachusetts, July 8-11, 2007.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
17<\/td>\nPlanning, Design, and Construction: Renewal
Atlanta Projects
Atlanta\u2019s Consent Decrees Drive a Substantial Commitment to Trenchless Sewer Rehabilitation <\/td>\n<\/tr>\n
25<\/td>\nAtlanta\u2019s SSES and Integrated Sewer Rehabilitation Selection Process <\/td>\n<\/tr>\n
37<\/td>\nClean Water Atlanta Enterprise GIS <\/td>\n<\/tr>\n
45<\/td>\nHydraulic Modeling – A Tool for Addressing the Consent Decree <\/td>\n<\/tr>\n
56<\/td>\nSewer Renewal
Fast-Track Pipeline Rehabilitation Using a Carbon Filter Reinforced Polymer (CFRP) Strengthening System <\/td>\n<\/tr>\n
64<\/td>\nTrenchless Rehabilitation of Large Brick Conduits in Boston <\/td>\n<\/tr>\n
75<\/td>\nPipelines, Trains, and Automobiles: Rehabilitation of an 18\u201d\u009d Sewer with No Excavation – Howard Street Sewer Project, Framingham, MA <\/td>\n<\/tr>\n
83<\/td>\nInnovative Renewal Technologies
Successful Rehabilitation Project Utilizes Multiple Methods from the Trenchless Toolbox Case Study of an Infrastructure Renewal Program <\/td>\n<\/tr>\n
91<\/td>\nTurn-Key Condition Assessment and Rehabilitation\/Replacement Solution for an Effluent Force Main <\/td>\n<\/tr>\n
100<\/td>\nPCCP Inspection: Prioritizing Risk, Assessing Shutdown Impacts, and Executing the Inspection <\/td>\n<\/tr>\n
109<\/td>\nRenewal Design
Increase Your Design \u201cBottom Line\u201d\u009d with Trenchless Solutions <\/td>\n<\/tr>\n
117<\/td>\nSewer Hydraulic Design Criteria <\/td>\n<\/tr>\n
126<\/td>\nValidation of a Decision Support System for Method Selection in Utility Construction <\/td>\n<\/tr>\n
136<\/td>\nReliability and Quality
Steel Water Pipe – The Importance of Fabricator Certification <\/td>\n<\/tr>\n
145<\/td>\nTemporary Diversion Systems: Reliability is Everything <\/td>\n<\/tr>\n
154<\/td>\nCarbon Fiber Liner Quality Control for Repair of PCCP <\/td>\n<\/tr>\n
164<\/td>\nFailure Analysis
Robotic RFEC\/TC Inspection of Transmission Mains with Reducers: Practical Aspects <\/td>\n<\/tr>\n
169<\/td>\nSewer Pipeline Operational Condition Prediction Using Multiple Regression <\/td>\n<\/tr>\n
180<\/td>\nInvestigation of the Failures of the Deep Sewers and Service Laterals in California <\/td>\n<\/tr>\n
192<\/td>\nCost Analysis
Cost Comparison of Pipeline Asset Replacement: Open-Cut and Pipe-Bursting <\/td>\n<\/tr>\n
203<\/td>\nRising Water and Wastewater Pipeline Construction Costs: A Survey of the DFW Metroplex Marketplace <\/td>\n<\/tr>\n
212<\/td>\nOptimal Scheduling of Pipe Replacement, Including Opportunity, Social, and Environmental Costs <\/td>\n<\/tr>\n
223<\/td>\nDesign Life Prediction
Study on Mechanical Property of Corroded Pipeline <\/td>\n<\/tr>\n
232<\/td>\nWastewater Collection System Rehabilitation and Replacement (R&R) Program Prioritization <\/td>\n<\/tr>\n
237<\/td>\nStructural Condition Models for Sewer Pipeline <\/td>\n<\/tr>\n
248<\/td>\nRenewal Investigations
Trenchless Water Pipe Condition Assessment Using Artificial Neural Network <\/td>\n<\/tr>\n
257<\/td>\nResearch on Safety Evaluation Model of the Main Underground Pipelines in Shanghai, China <\/td>\n<\/tr>\n
269<\/td>\n102-Inch Cliff Pipe Rehabilitation <\/td>\n<\/tr>\n
279<\/td>\nPlanning, Design, and Construction: New Construction
Microtunneling and HDD
Twin 30-Inch Ductile Iron Pipe HDD Crossings of the Historic San Marcos River <\/td>\n<\/tr>\n
290<\/td>\nPipe Jacking in Difficult Urban Waterfront Conditions <\/td>\n<\/tr>\n
302<\/td>\nHorizontal Directional Drilling with Ductile Iron Pipe <\/td>\n<\/tr>\n
307<\/td>\nInnovative 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 <\/td>\n<\/tr>\n
317<\/td>\nGeotechnical Investigations
Procedures for Utilizing Vacuum Technology Safely and Effectively <\/td>\n<\/tr>\n
324<\/td>\nConstructability of Large Diameter Pipelines in an Urban Environment: A Case Study <\/td>\n<\/tr>\n
329<\/td>\nSound Baseline Geotechnical Investigation and Interpretation Offers Most Valuable Liability Management in Pipeline Projects <\/td>\n<\/tr>\n
343<\/td>\nHorizontal Directional Drilling Projects
Horizontal Directional Drilling Installation of Segmented PVC Watermain Pipe in Richmond, Canada <\/td>\n<\/tr>\n
353<\/td>\nDavenport Ranch, Austin, Texas: Crossing Lake Austin Using Horizontal Directional Drilling <\/td>\n<\/tr>\n
364<\/td>\nSimplified Methodology for Selecting Polyethylene Pipe for Mini (or Midi) – HDD Applications <\/td>\n<\/tr>\n
379<\/td>\nPlanning and Design of New Construction Projects I
Design-Build and Trenchless – A Perfect Solution! <\/td>\n<\/tr>\n
386<\/td>\nHDD in an Urban Environment: The Bellevue Pump Station Force Main Project <\/td>\n<\/tr>\n
398<\/td>\nPlanning Methodology for Small Diameter Pipelines in an Urban Environment <\/td>\n<\/tr>\n
408<\/td>\nChallenging Projects
Seymour-Capilano Water Filtration Project: Steel – The Product of Choice <\/td>\n<\/tr>\n
422<\/td>\nLake Tawakoni Water Supply Project, Critical Path Issues and Lessons Learned: Fast-Tracking a $100 Million Water Transmission Project <\/td>\n<\/tr>\n
433<\/td>\nNacimiento Water Project Intake Facility <\/td>\n<\/tr>\n
443<\/td>\nPlanning and Design of New Construction Projects II
Pipe Selection Criteria for Trenchless Projects: Microtunneling for Large Tunnels <\/td>\n<\/tr>\n
458<\/td>\nUtilizing Trenchless Technology for Design of Utilities in Baytown <\/td>\n<\/tr>\n
466<\/td>\nWater Infrastructure for the 21st Century: U.S. EPA\u2019s Research Plans for Gravity Sewers <\/td>\n<\/tr>\n
477<\/td>\nDesign and Construction
HDD Utility Tunnel to Peddocks Island – Fort Andrews <\/td>\n<\/tr>\n
487<\/td>\nDesign and Construction of a Large Diameter Welded Steel Pipe Bridge Crossing for Potable Water Supply in Anchorage, Alaska <\/td>\n<\/tr>\n
501<\/td>\nDesign and Construction of Large Diameter Steel Yard Piping for a \u201cFast-Track\u201d\u009d Design-Build-Operate (DBO) 100 MGD Water Treatment Plant <\/td>\n<\/tr>\n
511<\/td>\nPlanning and Design of New Construction Projects III
Overdeflection of 48-Inch Steel Water Line <\/td>\n<\/tr>\n
521<\/td>\nDesign and Construction of Denver Water\u2019s Recycled Water Distribution System <\/td>\n<\/tr>\n
531<\/td>\nChallenges for Pipeline Bidding in a Seller\u2019s Market <\/td>\n<\/tr>\n
542<\/td>\nLessons Learned
Pipeline Planning and Design Considerations in a Challenging Urban Environment <\/td>\n<\/tr>\n
550<\/td>\nHow a Directional Drilled River Crossing Water Main Saved Significant Permitting Requirements, Construction Time, and Money, Aroostook River, Caribou, Maine <\/td>\n<\/tr>\n
558<\/td>\nLessons from the Failure of Two Reclaimed Water Lines in California <\/td>\n<\/tr>\n
569<\/td>\nAsset Management, Risks, and Inspection
Risk Assessment
Risk Management Begins in the Planning Stage <\/td>\n<\/tr>\n
579<\/td>\nInline Assessment of Transmission Pipelines in the Oil and Gas and Water Sectors <\/td>\n<\/tr>\n
586<\/td>\nRisk Management of Pipeline Corrosion in the Water and Wastewater Industries <\/td>\n<\/tr>\n
594<\/td>\nRisk Management for Planning and Decision Making of Pipeline Projects <\/td>\n<\/tr>\n
608<\/td>\nPipeline Assessment
Technologies to Assess and Manage Providence Water\u2019s 102\u201d\u009d PCCP Aqueduct <\/td>\n<\/tr>\n
616<\/td>\nAssessment of Residual Tensile Strength on Cast Iron Pipes <\/td>\n<\/tr>\n
623<\/td>\nSnap, Crack, Pop – Recording of a Prestressed Pipe Failure <\/td>\n<\/tr>\n
632<\/td>\nCondition Assessment and Failure Analysis
Failure of Prestressed Concrete Cylinder Pipe <\/td>\n<\/tr>\n
649<\/td>\nPCCP Reliability Management <\/td>\n<\/tr>\n
659<\/td>\nWelded Lap Joint Brittle Failure: A Structural Assessment of an Atlanta 72-Inch Welded Steel Water Pipe Demonstrates Need for Improvement in AWWA Standards <\/td>\n<\/tr>\n
672<\/td>\nPressure Pipe Inspection and Maintenance
PCCP Sewerage Force Main Structural Condition Assessment and Asset Management Approach <\/td>\n<\/tr>\n
683<\/td>\nCondition Assessment of Prestressed Concrete Cylinder Pipe Used in the Circulating Water System at Great River Energy\u2019s Coal Creek Station <\/td>\n<\/tr>\n
693<\/td>\nBaltimore\u2019s Pilot Water Main Inspection Program Becomes Emergency Rehab\/Replacement Project <\/td>\n<\/tr>\n
703<\/td>\nAsset Management I
A Proactive Approach to Asset Management: Milton\u2019s Town-Wide Sewer Investigation and Rehabilitation Program <\/td>\n<\/tr>\n
711<\/td>\nEstablishing a Collection System Baseline Condition Assessment Program One Step at a Time <\/td>\n<\/tr>\n
721<\/td>\nSetting Pipeline Rehabilitation Priorities to Achieve \u201cBest\u201d\u009d Results – A Case Study Using Condition and Criticality Criteria <\/td>\n<\/tr>\n
731<\/td>\nCondition Assessment I
Condition Assessment Priorities for City of Houston <\/td>\n<\/tr>\n
741<\/td>\nEstablishing a CCTV Inspection, Assessment, and Improvement Program for a Large Diameter Collection System <\/td>\n<\/tr>\n
751<\/td>\nScattergraph Principles and Practice: Characterization of Sanitary Sewer and Combined Sewer Overflows <\/td>\n<\/tr>\n
766<\/td>\nAsset Management II
Development of an Asset Management Framework for Culvert Inventory and Inspection <\/td>\n<\/tr>\n
777<\/td>\nMaking Remaining Life Predictions for Better Pipeline Asset Management <\/td>\n<\/tr>\n
788<\/td>\nUsing GIS for Pipeline Data Management at the Palo Verde Nuclear Facility <\/td>\n<\/tr>\n
795<\/td>\nCondition Assessment II
Reconciling Conflicting Utility Location Data: A Case Study of Submarine Gas Lines in the Providence River <\/td>\n<\/tr>\n
805<\/td>\nAssessing PCCP Transmission Mains <\/td>\n<\/tr>\n
811<\/td>\nCondition Assessment of an Asbestos Cement Pipeline <\/td>\n<\/tr>\n
821<\/td>\nCondition Assessment III
Analysis of Ductile Iron Corrosion Data from Operating Mains and Its Significance <\/td>\n<\/tr>\n
830<\/td>\nLADAR-Based Pipeline Inspection and Location <\/td>\n<\/tr>\n
841<\/td>\nCondition Assessment and Rehabilitation Recommendations to Renew Raw Water Pipeline Infrastructure for City of Atlanta <\/td>\n<\/tr>\n
853<\/td>\nFuture, Corrosion, Education, and Case Studies
New Products and Developments
The Perspective of the Small Diameter Subterrene Rock-Melting Drills Used for Trenchless Pipeline Installation <\/td>\n<\/tr>\n
861<\/td>\nPractical Engineering Considerations for Developing a Free-Swimming Tool for RFEC\/TC Inspection of PCCP Transmission Mains in a Live Operating Environment <\/td>\n<\/tr>\n
867<\/td>\nDevelopment of Keyhold Pipe Tapping and Plugging Tools <\/td>\n<\/tr>\n
875<\/td>\nFiber-Reinforced Composite Sandwich Technology: Expanding the Application Envelope for Cured-in-Place-Pipe Products <\/td>\n<\/tr>\n
887<\/td>\nLessons Learned
Lessons from the Investigation of the Failure of a Water Main Buried Next to 128,000 Volt Electrical Cable <\/td>\n<\/tr>\n
900<\/td>\nLessons Learned from Large Diameter Sanitary Sewer Pipe Bursting Project: Conversion of Abandoned Gravity Sewer Main into Upsized Sanitary Force Main, South San Francisco, CA <\/td>\n<\/tr>\n
910<\/td>\nLessons Learned – Lining Asbestos Cement Sewer Main <\/td>\n<\/tr>\n
921<\/td>\nCorrosion Protection
Evaluation of the Corrosivity of HDD Drilling Fluids Utilized for Ductile Iron Pipe Installations <\/td>\n<\/tr>\n
936<\/td>\nCathodic Protection of an Existing Ductile Iron Water Main Using Linear Distributed Anodes <\/td>\n<\/tr>\n
946<\/td>\nCorrosion Protection of Large Diameter Welded Steel Pipelines with Cement Mortar Coatings <\/td>\n<\/tr>\n
956<\/td>\nCorrosion Analysis and Permitting
Assessing Polyethylene Encased Ductile Iron Pipelines <\/td>\n<\/tr>\n
968<\/td>\nHow to Provide Indefinite Life for Municipal Metallic Transmission Pipelines <\/td>\n<\/tr>\n
982<\/td>\nChallenges of Disposing of Tunneling Water <\/td>\n<\/tr>\n
988<\/td>\nNew Technologies I
Pilot Tube Microtunneling Explodes in the U.S. Using Vitrified Clay Jacking Pipe <\/td>\n<\/tr>\n
997<\/td>\nA New Generation of Cementitious Materials for Mortar Lining of Buried Pipes <\/td>\n<\/tr>\n
1006<\/td>\nUse of Nanomaterials for Concrete Pipe Protection <\/td>\n<\/tr>\n
1017<\/td>\nNew Technologies II
Pneumatic Piercing Tools for Last Mile Installations <\/td>\n<\/tr>\n
1025<\/td>\nA GIS Based Simulation of Ground Movement Due to Pipe Bursting Operation <\/td>\n<\/tr>\n
1035<\/td>\nInnovations in Watermain Renewal <\/td>\n<\/tr>\n
1046<\/td>\nCase Studies I
Pneumatic Pipe Ramming Solves Emergency Situation for Rail Corridor <\/td>\n<\/tr>\n
1048<\/td>\nCase Studies for a Free-Swimming Acoustic Leak Detection System Used in Large Diameter Transmission Pipelines <\/td>\n<\/tr>\n
1052<\/td>\nLessons from the Investigation of Problems in Airport Way Sanitary Sewer in Portland, Oregon <\/td>\n<\/tr>\n
1062<\/td>\nCase Studies II
Case History of Tunnel Construction, Lower Northwest Interceptor Program <\/td>\n<\/tr>\n
1074<\/td>\nIntegrated Leak Detection at Dallas Water Utilities <\/td>\n<\/tr>\n
1080<\/td>\nWhy All the Broken Pipe? <\/td>\n<\/tr>\n
1089<\/td>\nTechnology Evaluation
Determination of Pipe Pullback Load for Horizontal Directional Drilling (HDD) Crossings by Finite Element Method <\/td>\n<\/tr>\n
1105<\/td>\nInformation Pipeline: Enhancing Pipeline Management and Analysis Using GIS at the Tarrant Regional Water District <\/td>\n<\/tr>\n
1112<\/td>\nFailure Risk Analysis of Lined Cylinder Pipes with Broken Wires and Corroded Cylinder <\/td>\n<\/tr>\n
1122<\/td>\nPoster\/Alternate Papers
Poster Presentations or Alternates
Long-Term Plastic Pipe Stiffness Measured by Conventional and Accelerated Procedures <\/td>\n<\/tr>\n
1132<\/td>\nLeak Detection on Wastewater Forcemains and Siphons in North America Using the Sahara\u00ae Acoustic System <\/td>\n<\/tr>\n
1142<\/td>\nSurge Protection of a Wellfield Pipeline System through Hardening and Risk Analysis <\/td>\n<\/tr>\n
1148<\/td>\nA Basis for Using Single-Welded or Double-Welded Lap-Joints for Steel Water Pipe <\/td>\n<\/tr>\n
1155<\/td>\nWhen a Train Comes – You Must Move: Transit Rail Lines Impacting Underground Infrastructure <\/td>\n<\/tr>\n
1163<\/td>\nProven Electrical Test Methods for the Evaluation of the Condition of Existing Metallic Pipelines <\/td>\n<\/tr>\n
1173<\/td>\nAnalysis of the Advantage of Trenchless Construction\u2019s Cost by Disutility-Cost Assessment Method in China <\/td>\n<\/tr>\n
1184<\/td>\nResearch on Construction Technology for Yangtze-River Crossing Tunnel Project in Wuhan <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pipelines 2007<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2007<\/td>\n1193<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78649,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78648","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78648","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78649"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78648"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78648"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78648"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}