{"id":78609,"date":"2024-10-17T18:23:49","date_gmt":"2024-10-17T18:23:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411872-2011\/"},"modified":"2024-10-24T19:37:32","modified_gmt":"2024-10-24T19:37:32","slug":"asce-9780784411872-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411872-2011\/","title":{"rendered":"ASCE 9780784411872 2011"},"content":{"rendered":"

This collection contains 135 peer-reviewed technical papers that discuss new solutions to some of the most critical infrastructure issues involving pipelines presented at the Pipelines 2011 Conference, held in Seattle, Washington, July 23-27, 2011.<\/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 <\/td>\n<\/tr>\n
16<\/td>\nAsset Management
Asset Management Answer to an EPA Order <\/td>\n<\/tr>\n
27<\/td>\nDamage Identification Based on Modal Analysis of Prestressed Concrete Pipes <\/td>\n<\/tr>\n
39<\/td>\nDevelopment and the Comparison of a Weighted Factor and Fuzzy Inference Model for Performance Prediction of Metallic Water Pipelines <\/td>\n<\/tr>\n
48<\/td>\nPortland\u2019s Water Distribution Pipes Asset Management Plan <\/td>\n<\/tr>\n
59<\/td>\nOptimized Pipe Renewal Programs Ensure Cost-Effective Asset Management <\/td>\n<\/tr>\n
70<\/td>\nCrack Propagation in Prestressed Concrete Noncylinder Pipe Using Finite Element Method <\/td>\n<\/tr>\n
80<\/td>\nExamination of Asbestos Cement Pipe Deterioration with Scanning Electron Microscopy <\/td>\n<\/tr>\n
94<\/td>\nPost Rehabilitation Assessment of System Integrity and Effectiveness of Retro Fitted Cathodic Protection Using Long Term Acoustic Monitoring Data <\/td>\n<\/tr>\n
104<\/td>\nNational Database for Water Infrastructure System <\/td>\n<\/tr>\n
115<\/td>\nTransitioning from Leak Detection to Leak Prevention: Proactive Repair of Steel Pipelines Using Fiber Reinforced Polymer (FRP) Composites <\/td>\n<\/tr>\n
123<\/td>\nHow to Fund Pipeline Renewal: Transitioning from O&M Funds to Capital Improvement Budgets <\/td>\n<\/tr>\n
133<\/td>\nManaging Gravity Pipelines in Philadelphia <\/td>\n<\/tr>\n
141<\/td>\nUsing Real Age As a Better Indicator of Predicting Asset Remaining Life <\/td>\n<\/tr>\n
149<\/td>\nIntroduction of Mobile Asset Management Technology to a Mid-Size Utility <\/td>\n<\/tr>\n
162<\/td>\nObservations from Several Condition Assessments of Prestressed Concrete Cylinder Pipe Used at Energy Generation Facilities <\/td>\n<\/tr>\n
175<\/td>\nStatistical Analysis of Condition Assessment Data and Prediction of Future Performance of PCCP <\/td>\n<\/tr>\n
185<\/td>\nAsset Management Likelihood of Failure Scoring Improved by Condition Assessment Scoring Integration Techniques <\/td>\n<\/tr>\n
197<\/td>\nPrestressed Concrete Cylinder Pipe Condition Assessment\u2014What Works, What Doesn\u2019t, What\u2019s Next <\/td>\n<\/tr>\n
210<\/td>\nIt\u2019s Never Easy\u2026Development and Implementation of a Comprehensive Force Main Condition Assessment <\/td>\n<\/tr>\n
217<\/td>\nPractical Application of Force Main Condition Assessment Methodologies for Long Term Asset Management Needs <\/td>\n<\/tr>\n
230<\/td>\nDenver Water\u2019s Assessment of Interior Polyurethane Coating of 108 Inch Water Pipeline <\/td>\n<\/tr>\n
240<\/td>\nAsset Management of Asbestos Cement Pipes Using Acoustic Methods: Theory and Case Studies <\/td>\n<\/tr>\n
251<\/td>\nRisk-Based Linear Asset Management at Fort Collins Utilities <\/td>\n<\/tr>\n
263<\/td>\nSewer Main and Stub Condition Assessment and Repair\/Rehabilitation\u2014A Practical Approach <\/td>\n<\/tr>\n
273<\/td>\nEducation, Training, and Public Involvement
A Training Program for Asset Management of Infrastructure Water Pipelines <\/td>\n<\/tr>\n
283<\/td>\nRigor Matrix to Enhance Public Involvement Effectiveness for Infrastructure Projects <\/td>\n<\/tr>\n
292<\/td>\nCase Study: Public Involvement Outcomes in Four Seattle Communities Targeted for New Combined Sewer Overflow Facilities <\/td>\n<\/tr>\n
301<\/td>\nGeotechnical Considerations for Pipeline Projects
Numerical Simulation of Buried Steel Pipelines under Strike-Slip Fault Displacements <\/td>\n<\/tr>\n
315<\/td>\nConstrained Modulus of Crushed Rock for Pipeline Embedment <\/td>\n<\/tr>\n
327<\/td>\nFinite Element Analyses of Soil-Pipe Behavior in Dry Sand under Lateral Loading <\/td>\n<\/tr>\n
340<\/td>\nMitigating Geohazards along Aging Infrastructure\u2014The Tolt Pipeline <\/td>\n<\/tr>\n
350<\/td>\nDevelopment, Procedure, and Results for the Constrained Modulus of Gravel and Crushed Rock Test <\/td>\n<\/tr>\n
362<\/td>\nOver or Under: Geotechnical Considerations for Pipeline Levee Crossings <\/td>\n<\/tr>\n
373<\/td>\nContribution of Lateral Earth Pressure Resistance to Restrain Horizontal Thrust in Buried Pipelines <\/td>\n<\/tr>\n
387<\/td>\nPipeline Construction and Rehabilitation
Hot Tapping and Plugging in New York City: A Method to Maintain Service and Protect the Marine Environment during Reconstruction of a Major Sewage Pumping Station and Treatment Plant <\/td>\n<\/tr>\n
397<\/td>\nThe Need for National Data Standards for Condition Assessment <\/td>\n<\/tr>\n
410<\/td>\nInternal PCCP Force Main Deterioration\u2014Analysis and Rehabilitation <\/td>\n<\/tr>\n
420<\/td>\nWeighing the Risks of Installing a Lake Tap with Microtunneling <\/td>\n<\/tr>\n
433<\/td>\nHole Swallows Car, Film at 11:00: Greensboro\u2019s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program <\/td>\n<\/tr>\n
446<\/td>\nPipe Reaming in Seattle <\/td>\n<\/tr>\n
457<\/td>\nRehabilitating a Life Line: Inspecting and Repairing the Hultman Aqueduct in Metropolitan Boston <\/td>\n<\/tr>\n
470<\/td>\nMultiple HDD Applications for Portland Airport Deicing Enhancement Project <\/td>\n<\/tr>\n
483<\/td>\nSophisticated Sequencing of Water Transmission Main Repairs <\/td>\n<\/tr>\n
493<\/td>\nEngineering Assessment of Damaged 66 Inch Water Main <\/td>\n<\/tr>\n
506<\/td>\nTarget Values of Compacted Gravel for Pipelines <\/td>\n<\/tr>\n
516<\/td>\nRehabilitation of Brazos River and Colorado River Pipeline Bridges <\/td>\n<\/tr>\n
528<\/td>\nWho\u2019s on Your CM Team? <\/td>\n<\/tr>\n
538<\/td>\nPipeline Rehabilitation amidst Environmentally Sensitive Location <\/td>\n<\/tr>\n
548<\/td>\nPower Generation Case Study: Feasibility of Carbon Fiber and Alternate Repair Methods <\/td>\n<\/tr>\n
557<\/td>\nSuccesses and Failures in Laying Steel Pipe through Peat <\/td>\n<\/tr>\n
568<\/td>\n10 Years of Learning\u2014The East Boston Branch Sewer Project from Design through Construction <\/td>\n<\/tr>\n
582<\/td>\nPPI-BoreAid: A Preliminary Design Tool for Horizontal Directional Drilling using Polyethylene Pipeline <\/td>\n<\/tr>\n
594<\/td>\nBreathing New Life into Old Water Pipelines: Renewal Case Studies in the Southeast U.S. <\/td>\n<\/tr>\n
604<\/td>\nThe Few, the Proud: The Challenge to Upgrade Infrastructure on Active Military Installations and How One Utility Overcame <\/td>\n<\/tr>\n
611<\/td>\nChallenges of Large Diameter Horizontal Directional Drills <\/td>\n<\/tr>\n
622<\/td>\nDelivery Logistics for the 144 Inch Tawakoni Pipeline <\/td>\n<\/tr>\n
631<\/td>\nQuality Assurance Procedures for Repair of Concrete Pressure Pipes with CFRP Composites <\/td>\n<\/tr>\n
643<\/td>\nLarge Diameter Watermain Condition Assessment and Evaluation <\/td>\n<\/tr>\n
653<\/td>\nSpring Valley Outfall Pipeline Rehabilitation <\/td>\n<\/tr>\n
659<\/td>\nInnovative Joint Proves Successful in Critical Slipline Project <\/td>\n<\/tr>\n
666<\/td>\nConstruction of a Deep Water Marine Outfall Using Design-Build Procurement <\/td>\n<\/tr>\n
680<\/td>\nUsing Design-Build Procurement for a Deep Water Marine Outfall Pipeline <\/td>\n<\/tr>\n
692<\/td>\nPipeline Locating and Inspection
Miami-Dade Embarks on a Condition Assessment Journey <\/td>\n<\/tr>\n
708<\/td>\nCompleting Condition Assessments Using In-Pipe GPR As Pipe Penetrating Radar <\/td>\n<\/tr>\n
719<\/td>\nHandling Transmission Mains in Water Loss Control Programs <\/td>\n<\/tr>\n
729<\/td>\nRecent Advances in Pipe Wall Assessment Technology <\/td>\n<\/tr>\n
740<\/td>\nDeterioration of Two Critical Force Mains <\/td>\n<\/tr>\n
750<\/td>\nApplying Subsurface Utility Engineering (SUE) to Transportation Projects: The State of the Practice <\/td>\n<\/tr>\n
759<\/td>\nPermanent Leak Detection on Pipes Using a Fibre Optic Based Continuous Sensor Technology <\/td>\n<\/tr>\n
770<\/td>\nTransmission Main and Plastic Pipe Leak Detection Using Advanced Correlation Technology: Case Studies <\/td>\n<\/tr>\n
781<\/td>\nA Simple Soil-Structure Interaction Model for Indirect Damage Assessment of Segmented Concrete Pipelines during PGD <\/td>\n<\/tr>\n
792<\/td>\nPipeline Planning and Design
Lake Oswego\u2019s Innovative Buoyant Interceptor Sewer System Takes Shape <\/td>\n<\/tr>\n
805<\/td>\nCreation and Calibration of LWC\u2019s System-Wide Hydraulic Model <\/td>\n<\/tr>\n
816<\/td>\nMaxi-HDD Pull Loads in Non-Level Grade for Polyethylene Pipe Including Ballast <\/td>\n<\/tr>\n
826<\/td>\nDesign and Construction Challenges for a High-Risk, 24 Inch Diameter, 5,400 LF HDD Project <\/td>\n<\/tr>\n
836<\/td>\nAn Improved Approach for the Design of Thrust Blocks in Buried Pipelines <\/td>\n<\/tr>\n
855<\/td>\nWhen Big Is Too Big\u2014Evaluating 156 Inch Water Main Pipe Materials <\/td>\n<\/tr>\n
863<\/td>\nUnderstanding How Molecular Differences Influence Plastic Pipe Performance <\/td>\n<\/tr>\n
879<\/td>\nAnalysis and Testing of a Prototype Jointing System for Bar-Wrapped Steel Cylinder Concrete Pressure Pipe <\/td>\n<\/tr>\n
887<\/td>\nReview of Performance of Gasketed Joints of Buried Concrete and Steel Pipelines in California after Recent Seismic Events <\/td>\n<\/tr>\n
897<\/td>\nGuidelines for Use of Mini-Horizontal Directional Drilling for Placement of High Density Polyethylene Pipe <\/td>\n<\/tr>\n
907<\/td>\nA Laboratory Method for Determining the Safe Pull Stress for Directionally Drilled High Density Polyethylene Pipe <\/td>\n<\/tr>\n
918<\/td>\nPlanning and Building a Marine Outfall in a Sensitive Ecosystem: Lessons Learned <\/td>\n<\/tr>\n
934<\/td>\nLarge Diameter Steel Pipe Design under Deep Water: Lake Travis Experience <\/td>\n<\/tr>\n
944<\/td>\nAnswering the Question: Is a Surge Analysis Required? <\/td>\n<\/tr>\n
952<\/td>\nThrust Restraint Design and Analysis for Continuous Pipelines: Case Study of Steel Pipe Using M9, M11, and Fiberglass Analyses <\/td>\n<\/tr>\n
963<\/td>\nDesign and Installation of Pipeline Systems in Long Tunnels\u2014The Brightwater Conveyance Project <\/td>\n<\/tr>\n
976<\/td>\nCommon Pitfalls in Hydraulic Design of Large Diameter Pipelines: Case Studies and Good Design Practice <\/td>\n<\/tr>\n
987<\/td>\nHampton Roads Crossing (HRX) Pipeline: Innovative Marine Pipeline Design and World Record Trenchless Crossing <\/td>\n<\/tr>\n
996<\/td>\nPlanning for a Regional (400+ MGD) Transmission Line <\/td>\n<\/tr>\n
1007<\/td>\nA Change in System Supply and Operations <\/td>\n<\/tr>\n
1017<\/td>\nSeventy-Two Projects, $600 Million, and 15 Years\u2014Now What? <\/td>\n<\/tr>\n
1030<\/td>\nThrust Restraint Concepts and Beam Loads for Segmented Pipelines at Bends <\/td>\n<\/tr>\n
1040<\/td>\nTesting and Evaluation of Statically-Loaded Large Diameter Steel Pipe with Native Backfill Soils <\/td>\n<\/tr>\n
1050<\/td>\nPipe Thrust Restraint Considerations: What You Don\u2019t Find in a Textbook <\/td>\n<\/tr>\n
1060<\/td>\nDevelopment of a Testing Protocol for Evaluation of Flexible Lining Materials <\/td>\n<\/tr>\n
1080<\/td>\nSolving the \u201cNo-Win\u201d\u009d Scenario: Mercer Island, Washington Sewer Lakeline Replacement <\/td>\n<\/tr>\n
1093<\/td>\nEvaluation of Seven Flexible Linings to Determine Suitability As an Alternative to Mortar Lining <\/td>\n<\/tr>\n
1111<\/td>\nThe New Mississippi River Bridge: Water Utility Relocations <\/td>\n<\/tr>\n
1120<\/td>\n\u201cInsulating\u201d\u009d Welded Lap Joints for Steel Pipelines\u2014The End to Internal Coating Repairs? <\/td>\n<\/tr>\n
1131<\/td>\nA Review of Available Minor Loss Coefficients for Combining and Dividing Flow Tees <\/td>\n<\/tr>\n
1139<\/td>\nA City within a City: The Tale of the Relocation of a Sanitary Sewer Interceptor <\/td>\n<\/tr>\n
1149<\/td>\nHow to Protect Your Pipeline from Corrosion in a Pipeline Spaghetti Bowl <\/td>\n<\/tr>\n
1157<\/td>\nPipeline Engineering: How to Plan for Everything <\/td>\n<\/tr>\n
1167<\/td>\nApproaches to Fatigue Design in Thermoplastic Pipe <\/td>\n<\/tr>\n
1177<\/td>\nDesign and Construction of a Relief Sewer Siphon under the Santa Clara River by Microtunneling <\/td>\n<\/tr>\n
1188<\/td>\nHydraulic Evaluation and Energy Optimization for a 134 Mile Integrated Raw Water Transmission System <\/td>\n<\/tr>\n
1198<\/td>\nThe Straw That Stirs the Drink\u2014Designing a Challenging Diversion Pump Station and Force Main for Clackamas County Sanitary District #1, Oregon <\/td>\n<\/tr>\n
1209<\/td>\nBest Value on Large Diameter Pipeline Projects by Integrating Design Parameters, Bid Specifications, and Construction Quality Control <\/td>\n<\/tr>\n
1218<\/td>\nInnovative Pipeline Cost Estimating for Colorado Water Supply Planning <\/td>\n<\/tr>\n
1230<\/td>\nSpecial Considerations for Protecting Very Long Transmission Mains from Hydraulic Transients <\/td>\n<\/tr>\n
1240<\/td>\nInnovative Uses of GIS on the Houston 120 Inch Northeast Transmission Main Feasibility Study <\/td>\n<\/tr>\n
1249<\/td>\nLarge Diameter Elevated Transmission Pipeline Crossing of the Snohomish River Estuary: A Case Study Addressing Unique Design Challenges <\/td>\n<\/tr>\n
1261<\/td>\nAn Urban Alignment for a Waterline Up to 156 Inches <\/td>\n<\/tr>\n
1267<\/td>\nEffective Early Planning for Pipeline Projects <\/td>\n<\/tr>\n
1278<\/td>\nSelection of Conduit Material for the Provo Reservoir Canal Enclosure Project <\/td>\n<\/tr>\n
1293<\/td>\nPerformance of Gasket Joints in Steel Pressure Pipes <\/td>\n<\/tr>\n
1303<\/td>\nField Performance of Coatings and Linings for Welded Steel Pipe in the Water Industry <\/td>\n<\/tr>\n
1316<\/td>\nComparison of the Mechanical Properties of Steel and Ductile Iron Pipe Materials <\/td>\n<\/tr>\n
1328<\/td>\nAcueducto Rio Colorado Tijuana Project <\/td>\n<\/tr>\n
1337<\/td>\nSeismic Concerns for the Design of Above Ground Pipe Supports <\/td>\n<\/tr>\n
1347<\/td>\nInstalling Pipelines with Microtunneling while Successfully Avoiding Claims\u2014A Case History Illustrating the Value of Using Alternative Contracting Methods <\/td>\n<\/tr>\n
1357<\/td>\nTransient Pressure Monitoring Results\u2014Nacimiento Water Project <\/td>\n<\/tr>\n
1367<\/td>\nApplication and Advantages of Using Internally Restrained PVC Pipes for Installation by Horizontal Directional Drilling <\/td>\n<\/tr>\n
1378<\/td>\nRegulations, Codes, and Standards
Pipeline Planning in the UK: Navigating a Constrained Landscape <\/td>\n<\/tr>\n
1388<\/td>\nPermitting Requirements and Expectations for Pipeline Repair: New Expectations for 2011 <\/td>\n<\/tr>\n
1397<\/td>\nEnvironmental Permitting for Pipeline Projects <\/td>\n<\/tr>\n
1408<\/td>\nSafety, Risk Assessment, and Management
Web Based Risk Assessment of Water and Wastewater Pipeline Failures <\/td>\n<\/tr>\n
1418<\/td>\nAssessment Framework for the Impacts of Climate Change and Urbanization on Urban Drainage Systems <\/td>\n<\/tr>\n
1428<\/td>\nVerification of PCCP Failure Margin and Risk Curves <\/td>\n<\/tr>\n
1439<\/td>\nBending Behavior of Jointed Ductile Iron Pipelines <\/td>\n<\/tr>\n
1445<\/td>\nPipe Criticality Analysis for Water Distribution Systems <\/td>\n<\/tr>\n
1457<\/td>\nSustainability
NIST-VT Workshop on Aging Water Infrastructure <\/td>\n<\/tr>\n
1468<\/td>\nSilicone Coating Technology As a Solution to Combat Fouling in Water Transmission Piping <\/td>\n<\/tr>\n
1478<\/td>\nGreen Stormwater Infrastructure Use to Control Combined Sewer Overflows <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pipelines 2011<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2011<\/td>\n1491<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78610,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78609","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\/78609","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\/78610"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78609"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78609"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78609"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}