{"id":129600,"date":"2024-10-19T06:33:50","date_gmt":"2024-10-19T06:33:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-pipelines2008-2008\/"},"modified":"2024-10-24T23:36:06","modified_gmt":"2024-10-24T23:36:06","slug":"asce-pipelines2008-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-pipelines2008-2008\/","title":{"rendered":"ASCE Pipelines2008 2008"},"content":{"rendered":"

This collection contains 135 papers presented at the ASCE International Pipelines Conference, held in Atlanta, Georgia, July 22-27, 2008. Sponsored by the Pipeline Division of ASCE.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
6<\/td>\nTable of Contents
Planning, Design, and Construction (Renewal) <\/td>\n<\/tr>\n
18<\/td>\nSession A1
Bridge the San Joaquin River\u2014One Challenge in 37 Mile Pipeline <\/td>\n<\/tr>\n
27<\/td>\nBuckling of Unconfined and Confined Thin-Walled Steel Cylinders under External Pressure <\/td>\n<\/tr>\n
37<\/td>\nField Measurement and Numerical Analysis for Buried Large Diameter Steel Pipes <\/td>\n<\/tr>\n
47<\/td>\nPre-Construction Drillability Assessment for Horizontal Directional Drilling in Rock <\/td>\n<\/tr>\n
57<\/td>\nSession A2
Implementing Water Main Renovation <\/td>\n<\/tr>\n
69<\/td>\nSubmerge Pipeline under the Karun River by Artificial Intelligence Design of Spinal Cords Behavior and Physical Model <\/td>\n<\/tr>\n
79<\/td>\nSubsurface Utility Engineering for Highway Construction <\/td>\n<\/tr>\n
89<\/td>\nSession A3
A Proactive Approach to the Rehabilitation of an Aging Brick Sewer Infrastructure in Newark, New Jersey <\/td>\n<\/tr>\n
99<\/td>\nSeismic Design of Bell-and-Spigot Joints for Large Diameter Steel Pipe <\/td>\n<\/tr>\n
111<\/td>\nTrenchless Technology Applied to Degraded Gravity Concrete Outfall Sewer to Avoid Collapse <\/td>\n<\/tr>\n
117<\/td>\nSession A4
Developing Predictable Cost Curves for Urban Transmission Projects <\/td>\n<\/tr>\n
126<\/td>\nSelecting the Best Pipeline Route Based on Facts Not Feelings <\/td>\n<\/tr>\n
135<\/td>\nFusible Polyvinylchloride Pipe in Municipal Applications: A Canadian Perspective <\/td>\n<\/tr>\n
145<\/td>\nSession A5
A Happy Ending after Eight Catastrophic Failures: Wichita Falls’ Experience with Condition Assessment <\/td>\n<\/tr>\n
152<\/td>\nLongitudinal Stresses in Pressure Pipeline Design\u2014A Critical Review <\/td>\n<\/tr>\n
164<\/td>\nStockton Delta Water Project Pipeline Design Challenges <\/td>\n<\/tr>\n
174<\/td>\nSession A6
Axial Joint Design for Welded Buried Steel Pipe <\/td>\n<\/tr>\n
184<\/td>\nDesign and Construction of Large Diameter Pipelines at a Major Southern California Water Treatment Facility <\/td>\n<\/tr>\n
194<\/td>\nLeak Induced Settlement of Buried Pipelines in Collapsible Soil <\/td>\n<\/tr>\n
204<\/td>\nSession A7
Changes to North American PVC Pressure Pipe Standards <\/td>\n<\/tr>\n
214<\/td>\nFlowable Fill and the Ridges Basin Inlet Conduit <\/td>\n<\/tr>\n
224<\/td>\nPipe Thrust Restraint in Treatment Plant Applications <\/td>\n<\/tr>\n
234<\/td>\nSession A8
Installation of Gravity Sewers Using Horizontal Directional Drilling (HDD) <\/td>\n<\/tr>\n
244<\/td>\nLateral Pipe Bursting Focus for Inflow and Infiltration in Sanitary Sewer Systems <\/td>\n<\/tr>\n
250<\/td>\nUltrasonic Inspection System for Wastewater Concrete Pipes <\/td>\n<\/tr>\n
260<\/td>\nSession B1
A Discussion of E’ versus Depth <\/td>\n<\/tr>\n
270<\/td>\nResearch on Detection to Long Distance and Super Deep Pipeline Installed by HDD <\/td>\n<\/tr>\n
278<\/td>\nSubsurface Utility Engineering: A Technology-Driven Process That Results in Increased Safety, Fewer Design Changes, and Lower Costs <\/td>\n<\/tr>\n
285<\/td>\nUtility Asset Management through a Joint-Use Pipeline Network for Cables <\/td>\n<\/tr>\n
294<\/td>\nSession B2
Design of a 120 in.-Diameter Steel Bifurcation with a Small Acute Angle for a High- Pressure Penstock <\/td>\n<\/tr>\n
304<\/td>\nProbabilistic Soil-Structure Interaction Model for Pipe-Jacking Force Analysis <\/td>\n<\/tr>\n
314<\/td>\nShaking Table Experiments on Lightweight Thrust Restraint for Buried Bend <\/td>\n<\/tr>\n
324<\/td>\nSession B3
Horizontal Directional Drilling\u2014Sharing an Inaugural Experience <\/td>\n<\/tr>\n
336<\/td>\nPipeline Asset Management: Initial Investigative Foray into the Las Vegas Valley Water District (LVVWD) Steel Pipeline System <\/td>\n<\/tr>\n
348<\/td>\nLessons Learned from Pomerado Pipeline 4 Rehabilitation <\/td>\n<\/tr>\n
358<\/td>\nPlanning, Design, and Construction (New Construction)
Session B4
Ponce de Leon Combined Sewer System Separation Planning, Design, and Construction <\/td>\n<\/tr>\n
369<\/td>\nPotholing from a Contractor’s Perspective <\/td>\n<\/tr>\n
378<\/td>\nThe Design and Performance of Pressure Pipe Liners under Static and Cyclic Loading <\/td>\n<\/tr>\n
388<\/td>\nSession B5
Best Practices for Owner QA and QC Procedures for Large Diameter Pipelines <\/td>\n<\/tr>\n
399<\/td>\nFull Scale Test Installation for Reinforced Concrete Pipe <\/td>\n<\/tr>\n
409<\/td>\nUtilizing Horizontal Directional Drilling to Deal with Deep Scour and Severe Environmental Restrictions in a 1700-Foot River Crossing <\/td>\n<\/tr>\n
419<\/td>\nSession B6
Fabrication of Welded Steel Wye Branches <\/td>\n<\/tr>\n
434<\/td>\nPlanning for Regional Water Supply Needs in Florida through an Integrated Loop Pipeline System <\/td>\n<\/tr>\n
444<\/td>\nThe City of Atlanta: Microtunneling Projects Using Vitrified Clay Jacking Pipe <\/td>\n<\/tr>\n
454<\/td>\nSession B7
Design and Construction of the St. Rose Sanitary Sewer Phase I: Henderson, Nevada <\/td>\n<\/tr>\n
464<\/td>\nNCPI\/NYC Research Project\u2014An Evaluation of Four Bedding Systems <\/td>\n<\/tr>\n
478<\/td>\nBringing Carbon Fiber Lining Design and Practices to the Next Level <\/td>\n<\/tr>\n
487<\/td>\nSession B8
Guaranteeing Zero Leakage on a New 20 Mile Pipeline: TRWD\u2019s 350 MGD Eagle Mountain Connection Project <\/td>\n<\/tr>\n
498<\/td>\nHow a Small Agency Manages a Mega Pipeline Project\u2014A Success Story <\/td>\n<\/tr>\n
508<\/td>\nNew Thrust Restraint Technique Using Geosynthetics for Buried Bend <\/td>\n<\/tr>\n
520<\/td>\nAsset Management, Risks, and Inspection
Session C1
An Integrated Management Approach for Critical Water Mains <\/td>\n<\/tr>\n
530<\/td>\nInnovation by Evolution: Modern Techniques for Integral Pipe Joint Design <\/td>\n<\/tr>\n
540<\/td>\nU.S.-China Collaborative Research Directions on Trenchless Technology and Critical Underground Infrastructure Issues <\/td>\n<\/tr>\n
551<\/td>\nWavy Imperfections and the Strength of Cast-in-Place Pressure Pipe Liners <\/td>\n<\/tr>\n
561<\/td>\nSession C2
A Lifetime Prediction Methodology for a Comprehensive Pipeline Risk Management System <\/td>\n<\/tr>\n
572<\/td>\nExperimental Investigation of Stress-Strain State of the Thin-Walled Steel Pipe Subjected to Combined Loads <\/td>\n<\/tr>\n
583<\/td>\nSession C3
Asset Management Applied to Trenchless Sewer Repair (Life Cycle Cost Impact on Property Tax) <\/td>\n<\/tr>\n
591<\/td>\nEvaluation of an Un-Tethered Free-Swimming Acoustic Leak Detection Technology <\/td>\n<\/tr>\n
601<\/td>\nIntegration of Geographic Information System and Probabilistic Analysis for Optimized Pipe Infrastructure Decisions <\/td>\n<\/tr>\n
613<\/td>\nSession C4
Digital Pipeline Image Scanning and Intelligent Data Management for Sewer Pipelines <\/td>\n<\/tr>\n
624<\/td>\nScattergraph Principles and Practice: Evaluating Pump Stations, Inverted Siphons, and Other Related Structures <\/td>\n<\/tr>\n
632<\/td>\nSpatial Analysis Using GIS to Study Performance of Highway Culvers in Ohio <\/td>\n<\/tr>\n
642<\/td>\nSession C5
Assessing Pipe Condition and Risk in Portland, Oregon’s Distribution System <\/td>\n<\/tr>\n
652<\/td>\nManaging Risk to Groundwater Wells during Pump Station and Pipeline Construction\u2014The Walnut Lake Project <\/td>\n<\/tr>\n
662<\/td>\nModeling of Stress Corrosion Cracking in Plastic Pipes <\/td>\n<\/tr>\n
672<\/td>\nSession C6
Asset Management and Nondestructive Evaluation of Force Mains in New York City <\/td>\n<\/tr>\n
683<\/td>\nCity of Rochester, NY Conduit Planning Study: Rush Reservoir to City Reservoirs <\/td>\n<\/tr>\n
693<\/td>\nNACE International Water and Wastewater Advisory Council <\/td>\n<\/tr>\n
697<\/td>\nSession C7
Achieving a More Complete View of the Subsurface with 3D Underground Imaging <\/td>\n<\/tr>\n
707<\/td>\nPractical Asset Management and Monitoring Saves Millions on Problematic 60″ and 96″ PCCP Mains <\/td>\n<\/tr>\n
715<\/td>\nTrenchless Renewal of Culverts and Storm Sewers <\/td>\n<\/tr>\n
723<\/td>\nHydraulic Design
Session D1
Developing a Closing Rule Curve for Valves in Pipelines to Control the Water Hammer Impacts: Application of the NSGA-II Optimization Model <\/td>\n<\/tr>\n
733<\/td>\nField Data for the Calibration of a Hydraulic Model <\/td>\n<\/tr>\n
745<\/td>\nStep by Step Evaluation of Hydrofracture Risks for Horizontal Directional Drilling Projects <\/td>\n<\/tr>\n
755<\/td>\nTransient Pressure Monitoring in El Paso <\/td>\n<\/tr>\n
764<\/td>\nSession D2
Clustered Models for the Integration of Sewer Condition Classification Protocols <\/td>\n<\/tr>\n
775<\/td>\nSeismic Vulnerability of a Natural Gas Pipeline Network <\/td>\n<\/tr>\n
785<\/td>\nTransient Control for a Multiple Booster Pumping Station and Transmission Pipeline System\u2014Design, Testing, Adjustment, and Operation <\/td>\n<\/tr>\n
795<\/td>\nSession D3
Assessing Performance of a Water Transmission System Using an Inverse Transient Method <\/td>\n<\/tr>\n
803<\/td>\nHydraulic Transient Considerations in Conceptual Design <\/td>\n<\/tr>\n
811<\/td>\nThe Lake Marion Regional Water System: Planning a Regional Water System to Spur Economic Development <\/td>\n<\/tr>\n
820<\/td>\nSession D4
“Carpet Center of the World” Is Guaranteed a Long Term Water Supply <\/td>\n<\/tr>\n
826<\/td>\nOptimization of Water Tanks Size and Location on Networks <\/td>\n<\/tr>\n
837<\/td>\nWhen Modeling Isn’t Enough <\/td>\n<\/tr>\n
844<\/td>\nSession D5
City of Phoenix Superior Pipeline PCCP Investigation and Assessment <\/td>\n<\/tr>\n
852<\/td>\nSettlement Prediction and FEM Analysis of Culvert Section under High-Filled Embankment <\/td>\n<\/tr>\n
861<\/td>\nThe Importance of Valves to Asset Management and Pipeline Performance <\/td>\n<\/tr>\n
869<\/td>\nSession D6
Design of a New Parallel Lake Water Intake for the Champlain Water District in South Burlington, Vermont <\/td>\n<\/tr>\n
880<\/td>\nPlanning: Key to Minimizing Impacts to the Texas Medical Center <\/td>\n<\/tr>\n
890<\/td>\nPrivate Property Virtual Library: Helping to Connect Useful Resources to Those Who Need It <\/td>\n<\/tr>\n
896<\/td>\nSession D7
A Field Study of HDD Installed Ductile Iron Pipe <\/td>\n<\/tr>\n
906<\/td>\nCity of Phoenix Superior Pipeline PCCP Failure and Emergency Repair <\/td>\n<\/tr>\n
911<\/td>\nWater Loss Levels from Transmission Mains in Urban Environments <\/td>\n<\/tr>\n
921<\/td>\nDurability, Operation, Maintenance
Session E1
An Independent Evaluation of the Effectiveness of Polyethylene Encasement as a Corrosion Control Measure for Ductile Iron Pipe <\/td>\n<\/tr>\n
928<\/td>\nAssessing Sanitary Sewer Systems through Basin Characterization <\/td>\n<\/tr>\n
937<\/td>\nEvaluating Alternative Alignments and Maximizing Existing Sewer Capacities Results in Cost Savings for Sewer Improvements at the Design Level <\/td>\n<\/tr>\n
945<\/td>\nMunicipal Infrastructure Capital Improvement Planning\u2014A Software Based Solution Better Than the Etch A Sketch <\/td>\n<\/tr>\n
951<\/td>\nSession E2
Inspection, Failure Risk Analysis, and Repair of Cooling-Water Lines in One Outage <\/td>\n<\/tr>\n
961<\/td>\nMinimising Streetworks Disruption by Mapping the Underworld <\/td>\n<\/tr>\n
973<\/td>\nRehab\u2014Not Just for Celebrities Anymore: Optimizing Sewer Pipeline Rehab through a Unique Approach <\/td>\n<\/tr>\n
982<\/td>\nSession E3
Polyethylene Encasement as an Asset Preservation Method for Ductile Iron Pipe <\/td>\n<\/tr>\n
992<\/td>\nSafe Work Practice and Equipment Required for the Successful Rehabilitation of PCCP Using a Carbon Fiber Reinforced Polymer (CFRP) Strengthening System <\/td>\n<\/tr>\n
1002<\/td>\nSan Jose Trunk Sewer Inspection and Assessment <\/td>\n<\/tr>\n
1012<\/td>\nSession E4
An Empirical Model for the Prediction of Structural Behavior of Wastewater Collection Systems <\/td>\n<\/tr>\n
1024<\/td>\nApplications of Non-Destructive Evaluation (NDE) in Pipeline Inspection <\/td>\n<\/tr>\n
1034<\/td>\nWelding Considerations for Stainless Steel Pipe <\/td>\n<\/tr>\n
1041<\/td>\nSession E5
Condition Assessment of a 66-Inch Diameter PCCP Raw Water Transmission Main <\/td>\n<\/tr>\n
1053<\/td>\nInline CCTV Inspections of In-Service Pressurized Water Mains <\/td>\n<\/tr>\n
1063<\/td>\nWastewater Asset Management at the City of Edmonton, Alberta <\/td>\n<\/tr>\n
1073<\/td>\nSession E6
Effect of Over-Insertion and Over-Deflection on the Integrity of PVC Pressure Pipe: Numerical and Experimental Analysis <\/td>\n<\/tr>\n
1083<\/td>\nInstrumentation of a Section of AC Pipe in Expansive Soil <\/td>\n<\/tr>\n
1093<\/td>\nPipeline Condition Assessment by Physical Evaluation <\/td>\n<\/tr>\n
1101<\/td>\nSession E7
Collection System Improvements to Effectively Reduce SSOs <\/td>\n<\/tr>\n
1114<\/td>\nPlastic Pipeliner Long-Term Design: How to Accommodate Creep <\/td>\n<\/tr>\n
1128<\/td>\nFuture, Corrosion, Education, and Case Studies
Session F1
Analysis of Delay Causes for Pipeline Projects in Sewage System: Taiwan Cases <\/td>\n<\/tr>\n
1138<\/td>\nCost of Underground Infrastructure Renewal: A Comparison of Open-Cut and Trenchless Methods <\/td>\n<\/tr>\n
1149<\/td>\nImpact of Hurricanes on Buried Infrastructure Networks\u2014A Case History <\/td>\n<\/tr>\n
1162<\/td>\nTrenchless Installation of Restrained-Joint PVC Wastewater Pipe in Broomfield Colorado County Park <\/td>\n<\/tr>\n
1171<\/td>\nSession F2
AC Enigma: Using Opportunistic Sampling to Assess Asbestos-Cement Water Main Performance in Winnipeg <\/td>\n<\/tr>\n
1181<\/td>\nEvaluation of Alternative Alignments and Maximizing Existing Sewer Capacities at the Master Plan Level: Cost Savings for Sewer Improvements Are Achieved <\/td>\n<\/tr>\n
1191<\/td>\nScattergraph Principles and Practice: Peeling the Onion\u2014Evaluating the Accuracy of Flow Monitor Data <\/td>\n<\/tr>\n
1199<\/td>\nSession F3
Addressing Construction Issues Resulting from a Contractor’s Bankruptcy Declaration <\/td>\n<\/tr>\n
1207<\/td>\nQuality Control of Carbon Fiber Composite System Repairs of PCCP from the Inspector’s Viewpoint <\/td>\n<\/tr>\n
1217<\/td>\nUse of Native Soil in Place of Aggregate in Controlled Low Strength Material (CLSM) <\/td>\n<\/tr>\n
1230<\/td>\nSession F4
Large Diameter HDD Pipe Installations and HDD Assist Techniques <\/td>\n<\/tr>\n
1238<\/td>\nLessons Learned from Failure of a Large Diameter Water Pipeline <\/td>\n<\/tr>\n
1250<\/td>\nThe Present Conditions and Sustainability of Underground Infrastructure Asset Management in Mainland China <\/td>\n<\/tr>\n
1258<\/td>\nSession F5
Development of PCCP Wire Breaks Prediction Model Using Artificial Neural Networks <\/td>\n<\/tr>\n
1269<\/td>\nPipe Vision: Condition Based Assessment of a South Florida Sewage Force Main <\/td>\n<\/tr>\n
1290<\/td>\nThe Pursuit of Infiltration and Inflow Reduction Case Study Documents Quantifiable Success <\/td>\n<\/tr>\n
1300<\/td>\nSession F6
Lessons Learned from a 66-Inch PCCP Break in San Diego <\/td>\n<\/tr>\n
1309<\/td>\nPipe Selection for Transient Control and Energy Savings <\/td>\n<\/tr>\n
1316<\/td>\nSession F7
GIS Applications for Spatial Analysis of Water Distribution Pipeline Breakage and Condition Assessment Data <\/td>\n<\/tr>\n
1326<\/td>\nInsights Gained from October 2006 Failure of the Homestake Pipeline <\/td>\n<\/tr>\n
1336<\/td>\nPipelines and Light Rail Transit: A Pipeline Owner’s Guide to Stray Current <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pipelines 2008 – Pipeline Asset Management, Maximizing Performance of our Pipeline Infrastructure<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2008<\/td>\n1342<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":129605,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-129600","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\/129600","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\/129605"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=129600"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=129600"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=129600"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}