{"id":160472,"date":"2024-10-19T09:38:27","date_gmt":"2024-10-19T09:38:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-pipelines2015-2015\/"},"modified":"2024-10-25T01:57:07","modified_gmt":"2024-10-25T01:57:07","slug":"asce-pipelines2015-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-pipelines2015-2015\/","title":{"rendered":"ASCE Pipelines2015 2015"},"content":{"rendered":"

Proceedings of Pipelines 2015, held in Baltimore, Maryland, August 23-26, 2015. Sponsored by the Pipelines Division of ASCE This collection contains 174 peer-reviewed papers on recent advances in underground pipeline engineering and construction. Topics include: trenchless installation; pipeline planning, design, analysis, and construction; risk and safety assessments; and operation, maintenance, and rehabilitation of pipelines. These papers will be useful to design and consulting engineers, owner agencies and operators, and contractors, manufacturers, and suppliers of pipelines.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
24<\/td>\nTrenchless Installation
Sugarloaf Pipeline, Kp41 Tunnel\u2014Design and Construction <\/td>\n<\/tr>\n
38<\/td>\nChallenges and Rewards of a Successful Compound Curve Microtunnel Drive <\/td>\n<\/tr>\n
46<\/td>\nMicrotunneling Technology Implemented for the Replacement of an Aging One Mile PCCP 36-inch Force Main to Minimize Environmental Impacts <\/td>\n<\/tr>\n
58<\/td>\nKaw WTP Water Transmission Main: Serving North Lawrence and Beyond <\/td>\n<\/tr>\n
68<\/td>\nPermitting Requirements Drive Trenchless Design and Project Risk: An HDD Pressure Pipeline Case History <\/td>\n<\/tr>\n
79<\/td>\nHDD Utilized to Complete Key Crossings for Transmission Lines from New Woodbridge Energy Center <\/td>\n<\/tr>\n
91<\/td>\nHow to Manufacture an Endless Pipe Onsite <\/td>\n<\/tr>\n
102<\/td>\nHitting the Bulls-Eye: How to Cut-In a 108″ Outlet to a 108″ Vertical Shaft 230′ Beneath a Lake <\/td>\n<\/tr>\n
114<\/td>\nAlternative Pipe Material Choice Provides Trenchless Solution <\/td>\n<\/tr>\n
122<\/td>\nTeamwork in Trenchless Projects: The Martha Lake Gateway Experience <\/td>\n<\/tr>\n
132<\/td>\nExperimental Examination of the Mathematical Model for Predicting the Borehole Pressure during Horizontal Directional Drilling ASCE <\/td>\n<\/tr>\n
146<\/td>\nVictory Pipeline Duchesne County Utah Water Conservancy District <\/td>\n<\/tr>\n
156<\/td>\nBig Pipe\u2014Tight Quarters: Lessons Learned from Large Diameter Urban Pipelines <\/td>\n<\/tr>\n
168<\/td>\nArching Effects in Box Jacking Projects <\/td>\n<\/tr>\n
177<\/td>\nPipe Haunching Study Using Non-Linear Finite Element Analysis Including the Use of Soilcrete <\/td>\n<\/tr>\n
194<\/td>\nTrenchless Rehabilitation Saves Grottoes, VA, Culverts\u2014and Money\u2014Without Disrupting Traffic <\/td>\n<\/tr>\n
203<\/td>\nTrenchless Technologies Decision Support System Using Integrated Hierarchical Artificial Neural Networks and Genetic Algorithms <\/td>\n<\/tr>\n
214<\/td>\nWater Pipeline from Turkey to Cyprus\u20141,600 mm Diameter Polyethylene 100 Pipeline and Its Flange-Technology Solution <\/td>\n<\/tr>\n
225<\/td>\nMake Way for Progress\u2014The Challenges of Relocating Large Diameter Water Mains for Light Rail System Expansion <\/td>\n<\/tr>\n
236<\/td>\nUnder the River and through the Woods: Design and Construction of Two Large Diameter Horizontal Directional Drills for the City of Corpus Christi <\/td>\n<\/tr>\n
244<\/td>\nLessons Learned from Horizontal Directional Drilling Installation of HDPE Sewer Forcemains in Anne Arundel County, Maryland <\/td>\n<\/tr>\n
253<\/td>\nHDD River Crossing Improves Reliability of Water System and Meets Growing Demand <\/td>\n<\/tr>\n
261<\/td>\nThermal Contraction Lesson Results in Steel Tunnel Liner ASCE <\/td>\n<\/tr>\n
273<\/td>\nAn Engineer\u2019s Guide to Nondestructive Weld Examination <\/td>\n<\/tr>\n
280<\/td>\nStreamlining the Submittal Process\u2014Do\u2019s and Don\u2019ts <\/td>\n<\/tr>\n
290<\/td>\nLiquefaction-Induced Differential Settlement and Resulting Loading and Structural Analysis of Buried Steel and Cast Iron Pipelines <\/td>\n<\/tr>\n
302<\/td>\nGuidance from Tunnel Impact Analyses for DC Clean Rivers Project: Design Build Bidding to Protect Critical Pipelines <\/td>\n<\/tr>\n
314<\/td>\nDesign and Construction I
Seismic Fragility Functions for Sewerage Pipelines <\/td>\n<\/tr>\n
327<\/td>\nIdentifying Seismic Vulnerability Factors for Wastewater Pipelines after the Canterbury (NZ) Earthquake Sequence 2010\u20132011 <\/td>\n<\/tr>\n
339<\/td>\nShaking Table Test for Axial Behavior of Buried Inner Rehabilitated Pipes Affected by Aging Pipes in Liquefied Ground <\/td>\n<\/tr>\n
348<\/td>\nDesign and Fabrication Requirements of a High-Pressure Steel Pipeline <\/td>\n<\/tr>\n
359<\/td>\nAnalysis of a Steel Pipeline in a Seismically Active Region <\/td>\n<\/tr>\n
372<\/td>\nAnalysis and Behavior of Steel Pipe Welded Lap Joints in Geohazard Areas <\/td>\n<\/tr>\n
388<\/td>\nPerformance of Polypropylene Corrugated Pipe in North America <\/td>\n<\/tr>\n
397<\/td>\nThe Modified Use of the Rehabilitation of Water Mains Manual, AWWA M28 and ASTM F1216, to Design Large Diameter Pressure Pipes Using FRP Systems ASCE <\/td>\n<\/tr>\n
409<\/td>\nWhy Design Engineers Do Not Follow AWWA M9 Chapter 9? Here Are Some Suggestions to Encourage Its Use <\/td>\n<\/tr>\n
423<\/td>\n2014 Updates to ASTM C12 <\/td>\n<\/tr>\n
435<\/td>\nNumerical Analysis of Pipe-in-Pipe Filled with Various Materials <\/td>\n<\/tr>\n
447<\/td>\nDesign and Construction Case History\u2014South Catamount Transfer Pipeline Float-Sink <\/td>\n<\/tr>\n
456<\/td>\nImproved Design and Constructability through Five Installation Methods for One HDPE Pipeline Project <\/td>\n<\/tr>\n
468<\/td>\nCSO Projects\u2014What Is the Right Solution? A Case Study for South Bend, Indiana <\/td>\n<\/tr>\n
478<\/td>\nDeep Water Coastal Stormwater Outfalls: Designing for the Surf Zone <\/td>\n<\/tr>\n
489<\/td>\nFast Track Relief to Midland\u2019s Emergency Thirst <\/td>\n<\/tr>\n
498<\/td>\nShare the Road: Challenges and Opportunities Facing Joint Pipeline and Roadway Construction Contracts <\/td>\n<\/tr>\n
509<\/td>\nChallenges Associated with the Implementation of the Carlsbad Desalination Conveyance System <\/td>\n<\/tr>\n
521<\/td>\nNew Day, New Conflict (The Challenges of Water\/Wastewater Design for a Multi-Billion Dollar Highway Design-Build Project) <\/td>\n<\/tr>\n
531<\/td>\nDuctile Iron or Welded Steel? A Comparative Analysis between Pipe Materials for the Replacement of a Large Diameter Transmission Main <\/td>\n<\/tr>\n
541<\/td>\nC303\u2014A Pipe Material in Search of a History and Searching for a Name <\/td>\n<\/tr>\n
553<\/td>\nExploring Use of Large-Diameter HDPE Pipe for Water Main Applications <\/td>\n<\/tr>\n
565<\/td>\nIt\u2019s a Blasting Good Time! Installation of a 30-inch HDPE Transmission Main in a Corrosive Environment, through Rock, under a River, and Adjacent to an Active Failing Pipe <\/td>\n<\/tr>\n
576<\/td>\nEvaluation of Corrugated HDPE Pipes Manufactured with Recycled Content underneath Railroads <\/td>\n<\/tr>\n
587<\/td>\nSurvey of Water Utilities on Their Experiences with Use of Large-Diameter HDPE Pipe for Water Main Applications <\/td>\n<\/tr>\n
597<\/td>\nCan a Design Engineer Rely on D\/t Ratio as a Rational Indicator to Manage Stresses and Strains in Welded Steel Pipe During Handling? <\/td>\n<\/tr>\n
609<\/td>\nStulling of Large Diameter Steel Water Pipe\u2014What It Is and What It Is Not <\/td>\n<\/tr>\n
617<\/td>\nDesign and Construction II
Extremely Controlled Rock Blasting Near Critical Pipes Where Mechanical Excavation Is Not Practical <\/td>\n<\/tr>\n
629<\/td>\nCompletion and Startup of Utah Lake System Pipelines <\/td>\n<\/tr>\n
638<\/td>\nCompacting Pipeline Embedment Soils with Saturation and Vibration <\/td>\n<\/tr>\n
649<\/td>\nSayreville Relief Force Main: 10 Years of Monitoring and Proactive Management <\/td>\n<\/tr>\n
658<\/td>\nIncorporating GIS-Based Structural Evaluation Tools into Pipeline Asset Management <\/td>\n<\/tr>\n
669<\/td>\nStructural Integrity of Damaged Cast Iron Pipelines and Identifying When Damaged Pipes Should be Repaired or Replaced <\/td>\n<\/tr>\n
679<\/td>\nWater Resources Integration Program Update: Water Delivery and Operational Flexibility with a 60-inch, 45-mile Pipeline <\/td>\n<\/tr>\n
687<\/td>\nInterconnections of the Lakeview Pipeline and Inland Feeder from Concept to Operation in 10 Months <\/td>\n<\/tr>\n
697<\/td>\nProposed Simplified Changes to ANSI\/AWWA C304 Standard for Design of Prestressed Concrete Cylinder Pipe <\/td>\n<\/tr>\n
709<\/td>\nCost Savings Using Optimization Methods for Water Conveyance Systems\u2014Case Study for Recharge Fresno Program <\/td>\n<\/tr>\n
721<\/td>\nSetting the Record Straight\u2014ISO S4 Testing for AWWA C900 Pipe <\/td>\n<\/tr>\n
734<\/td>\nDevelopment of a Testing Protocol for Fatigue Testing of Large Diameter HDPE Pipes <\/td>\n<\/tr>\n
745<\/td>\nReduce Diameter, Increase Capacity! <\/td>\n<\/tr>\n
757<\/td>\nHow to Estimate Flow Area Reduction and Excessive Roughness Effects in Aged Pipelines <\/td>\n<\/tr>\n
767<\/td>\nCombating Subsidence by Delivering Surface Water to Three Million Water Users\u2014The Successes and On-Going Efforts <\/td>\n<\/tr>\n
779<\/td>\nFlow-Based Modeling for Enhancing Seismic Resilience of Water Supply Networks <\/td>\n<\/tr>\n
789<\/td>\nBenefits and Lessons Learned from Implementing Real-Time Water Modeling for Jacksonville Electric Authority and Western Virginia Water Authority <\/td>\n<\/tr>\n
799<\/td>\nDevelopment of a Wastewater Pipeline Performance Prediction Model <\/td>\n<\/tr>\n
813<\/td>\nPressure and Transient Monitoring of Water Transmission Pipelines and Wastewater Force Mains <\/td>\n<\/tr>\n
828<\/td>\nThe Link between Transient Surges and Minimum Pressure Criterion in Water Distribution Systems <\/td>\n<\/tr>\n
838<\/td>\nMetrics for the Rapid Assessment of Transient Severity in Pipelines <\/td>\n<\/tr>\n
848<\/td>\nCase Study: Hydraulic Modeling and Field Verification on the Rietspruit-Davel-Kriel Bulk Water Supply Pipeline <\/td>\n<\/tr>\n
860<\/td>\nManaging Liquid Transients and Vibration within Pump Facilities <\/td>\n<\/tr>\n
868<\/td>\nThe Need for Holistic System-Wide Transient Assessment <\/td>\n<\/tr>\n
881<\/td>\nModeling Halfway Around the World: Advanced Hydraulic Model Calibration for a Large Utility <\/td>\n<\/tr>\n
892<\/td>\nAnalyzing Pump Energy through Hydraulic Modeling <\/td>\n<\/tr>\n
901<\/td>\nAssessment and Rehabilitation I
Benefits of PACP\u00ae Version 7.0 Update NASSCO <\/td>\n<\/tr>\n
910<\/td>\nThe Condition Assessment of a 30-inch Ductile Iron Water Line by WaterOne of Johnson County, Kansas <\/td>\n<\/tr>\n
923<\/td>\nDeveloping an Inline Pipe Wall Screening Tool for Assessing and Managing Metallic Pipe <\/td>\n<\/tr>\n
934<\/td>\nComprehensive Condition Assessment of Large Diameter Steel Pipe\u2014The Next Chapter in San Diego County Water Authority\u2019s Asset Management Program <\/td>\n<\/tr>\n
946<\/td>\nThe Case for Large Diameter Pipeline Condition Assessment <\/td>\n<\/tr>\n
954<\/td>\nCondition Assessment Methods for 1920s Lock-Bar Steel Pipe <\/td>\n<\/tr>\n
966<\/td>\nA Look Back: Analyzing the Results of LWC\u2019s PCCP Condition Assessment Pilot Projects <\/td>\n<\/tr>\n
977<\/td>\nAnd the Kitchen Sink\u2014Using a Full Toolbox to Assess a Critical Bulk Water Asset in South Africa <\/td>\n<\/tr>\n
989<\/td>\nLarge Diameter Pipeline Asset Management for Sustaining Silicon Valley\u2019s Water Needs <\/td>\n<\/tr>\n
1001<\/td>\nA Repair Program to Minimize Failure Risk of Highly Distressed PCCP Circulating Water Lines <\/td>\n<\/tr>\n
1012<\/td>\nCondition Assessment of Sanitary Sewer Lines Using Acoustic Inspection <\/td>\n<\/tr>\n
1028<\/td>\nDevelopment of Performance Index for Stormwater Pipeline Infrastructure ASCE <\/td>\n<\/tr>\n
1040<\/td>\nProtocol for Water Pipeline Failure and Forensic Data Analysis <\/td>\n<\/tr>\n
1050<\/td>\nCondition Assessment of Aging, Hard to Access Sewer Mains <\/td>\n<\/tr>\n
1059<\/td>\nBoston Water and Sewer Commission: Data Integration to Support Asset Management <\/td>\n<\/tr>\n
1070<\/td>\nPipeline Asset Integration Planning for a Major Water Supply System: The Southern Delivery System, Colorado Springs, CO <\/td>\n<\/tr>\n
1083<\/td>\nA Successful CCCP Rehabilitation on Two 96-inch CMP Culverts <\/td>\n<\/tr>\n
1093<\/td>\nNew ASTM Standards to Encourage Wider Use of Laser Profilers and Video Micrometers in Post-Construction Inspection of Pipelines <\/td>\n<\/tr>\n
1104<\/td>\nUnderstanding the Benefits of Multi-Sensor Inspection <\/td>\n<\/tr>\n
1112<\/td>\nLooking Past the Pipe Wall: Quantifying Pipe Corrosion and Deterioration with Pipe Penetrating Radar <\/td>\n<\/tr>\n
1123<\/td>\nCase Study from Application of High-Resolution Ultra-Wideband Radar for QC\/QA Analysis of Trenchless Pipe Rehabilitation and Pipeline Condition Assessment <\/td>\n<\/tr>\n
1133<\/td>\nDrinking Water Pipelines Defect Coding System <\/td>\n<\/tr>\n
1148<\/td>\nCapital Planning for Shawnee County, Kansas, the Easy Way <\/td>\n<\/tr>\n
1161<\/td>\nAssessment of a Critical Raw Water Infrastructure for the City of San Diego El Monte Pipeline Inspection and Condition Assessment Project ASCE <\/td>\n<\/tr>\n
1173<\/td>\nEvaluation of Acoustic Wave Based PCCP Stiffness Testing Results <\/td>\n<\/tr>\n
1183<\/td>\nAlternative Construction Methods and Pipe Material Provide Solutions for Cleveland WWTP Project <\/td>\n<\/tr>\n
1191<\/td>\nPadre Island Water Supply Project Minimizes Environmental Impact Using HDD Technology <\/td>\n<\/tr>\n
1204<\/td>\nAssessment and Rehabilitation II
Water Mains Degradation Analysis Using Log-Linear Models <\/td>\n<\/tr>\n
1218<\/td>\nRehabilitation and Replacement of the East Layton Pipeline <\/td>\n<\/tr>\n
1230<\/td>\nValidating \u201cFully Structural\u201d: Development and Testing of a New Carbon Composite in situ Pressure Barrier for Trenchless Rehabilitation of Small-Diameter Pressure Pipelines <\/td>\n<\/tr>\n
1240<\/td>\nIntegrated Technology Applications for Effective Utility Infrastructure Asset Management <\/td>\n<\/tr>\n
1250<\/td>\nBeyond Water Audits into Asset Management: The Process of Non-Revenue Water Reduction and Revenue Enhancement Activities <\/td>\n<\/tr>\n
1260<\/td>\nFully Structural Renewal of 39-inch PCCP Water Transmission Main with Swagelining\u2122 and HDPE <\/td>\n<\/tr>\n
1268<\/td>\nCity of Baltimore SW Diversion 78-in. Diameter PCCP: 2,140 LF Continuous Carbon Fiber Pipe Rehabilitation <\/td>\n<\/tr>\n
1280<\/td>\nMiami-Dade Implements Hybrid FRP Trenchless Repair System <\/td>\n<\/tr>\n
1291<\/td>\nComposite versus Stand-Alone Design Methodologies for Carbon Fiber Lining Systems <\/td>\n<\/tr>\n
1301<\/td>\nBetter Data Equals Better Decisions: New Developments in Multi-Sensor Condition Assessment Technologies <\/td>\n<\/tr>\n
1310<\/td>\nApplication and Laboratory Tests of Stainless Steel Liner for Trenchless Rehabilitation of Water Mains in China <\/td>\n<\/tr>\n
1319<\/td>\nNon-Invasive and Remote Pipeline Rehabilitation Technology Using Reactive and Magnetic Particles <\/td>\n<\/tr>\n
1328<\/td>\nEngineering Rehabilitations Based on Non-Destructive Examinations <\/td>\n<\/tr>\n
1341<\/td>\nAsset Management: Performance, Sustainability, and Resiliency Model Development <\/td>\n<\/tr>\n
1356<\/td>\nFinite Element Modeling of Full-Scale Concrete Manholes under Soil Pressure <\/td>\n<\/tr>\n
1366<\/td>\nComparative Analysis of Geopolymer Technology for Sewer System Rehabilitation <\/td>\n<\/tr>\n
1378<\/td>\nAn Evaluation of Trenchless Point Repair Solutions for Pipes of Varying Inner Diameter and Offset Joints <\/td>\n<\/tr>\n
1390<\/td>\nEffective Repair of Incidental Construction Damage to 54-inch PCCP Line <\/td>\n<\/tr>\n
1399<\/td>\nRepairing the World\u2019s Largest Prestressed Concrete Pipe: A Case Study of the Central Arizona Project’s Centennial Wash Siphon <\/td>\n<\/tr>\n
1410<\/td>\nMotts Run Dam Outlet Rehabilitation\u2014A Case Study Illustrating Design and Construction Aspects ASCE <\/td>\n<\/tr>\n
1419<\/td>\nDesign and Construction of a Raw River Water Welded Steel Transmission Main for a New Water Supply System in Northern Virginia <\/td>\n<\/tr>\n
1430<\/td>\nLessons Learned in the Design, Manufacture, Shipping, and Installation of the 108-inch Integrated Pipeline (IPL) Section 15-1 <\/td>\n<\/tr>\n
1442<\/td>\nSteel Water Transmission Mains in Liquefiable Soils in Hillsboro, Oregon, Planning Considerations <\/td>\n<\/tr>\n
1454<\/td>\nAddressing Rehabilitation Challenges for the Underwood Creek Force Main <\/td>\n<\/tr>\n
1466<\/td>\nDecision-Making Guidance for Culvert Rehabilitation and Replacement Using Trenchless Techniques <\/td>\n<\/tr>\n
1475<\/td>\nOperations, Maintenance, Risk, and Safety
Hot Tapping and Plugging Procedures Enable Replacement of Concrete Pressure Pipelines Reaching the End of Service Life without Service Interruption <\/td>\n<\/tr>\n
1484<\/td>\nEvaluating Chloramine Loss in Raw Water Supply Pipelines <\/td>\n<\/tr>\n
1493<\/td>\nEvaluating the Effectiveness of the Sewer Root Control Program for the City of Baltimore <\/td>\n<\/tr>\n
1501<\/td>\nPerforming a Condition Assessment of a 24-inch Diameter Gas Line Supplying an Important Part of a Suburban Area of a Large Midwest City <\/td>\n<\/tr>\n
1512<\/td>\nInfluences on the Rate of Pressure Drop in Automatic Line Break Control Valves on a Natural Gas Pipeline <\/td>\n<\/tr>\n
1523<\/td>\nMore Precise Hydro-Static Test Evaluation of High Pressure Petroleum Pipelines Using Automated Data Collection Techniques <\/td>\n<\/tr>\n
1533<\/td>\nMaximum Transient Pressures in Batch Pipelines due to Valve Closures <\/td>\n<\/tr>\n
1544<\/td>\nElectrochemical Impedance Spectroscopy: Characterizing the Performance of Corrosion Protective Pipeline Coatings <\/td>\n<\/tr>\n
1556<\/td>\nWatertightness of CFRP Liners for Distressed Pipes <\/td>\n<\/tr>\n
1567<\/td>\nOil and Gas Pipeline Technology Finds Uses in the Water and Wastewater Industry <\/td>\n<\/tr>\n
1577<\/td>\nStrategic Management of AC Pipe in Water Systems <\/td>\n<\/tr>\n
1589<\/td>\nPipe Bursting Asbestos Cement Pipe: The Process Is Established but What\u2019s Next <\/td>\n<\/tr>\n
1600<\/td>\nManagement of a Pipe of High Concern for Failure: Asbestos Cement Pipes <\/td>\n<\/tr>\n
1613<\/td>\nA Comparison Study of Water Pipe Failure Prediction Models Using Weibull Distribution and Binary Logistic Regression <\/td>\n<\/tr>\n
1625<\/td>\nWhere are the Hot Zones: Prioritization with Historical Pipe Break <\/td>\n<\/tr>\n
1631<\/td>\nMinimizing the Risk of Catastrophic Failure of PCCP in the City of Baltimore <\/td>\n<\/tr>\n
1643<\/td>\nExtending the Life of Existing Pipelines through the Use of a Retrofit Cathodic Protection and Internal Lining Program <\/td>\n<\/tr>\n
1653<\/td>\nEvaluating Remaining Strength of Thinning and Weakening Lined Cylinder PCCP Force Mains due to Hydrogen Sulfide Corrosion <\/td>\n<\/tr>\n
1665<\/td>\nPipelines at Bridge Crossings: Empirical-Based Seismic Vulnerability Index <\/td>\n<\/tr>\n
1678<\/td>\nBenefits of Global Standards on the Use of Optical Fiber Sensing Systems for the Impact of Construction of New Utilities and Tunnels on Existing Utilities <\/td>\n<\/tr>\n
1690<\/td>\nIntegrated Fiber Optic Sensing System for Pipeline Corrosion Monitoring <\/td>\n<\/tr>\n
1700<\/td>\nEffects of Ultraviolet (UV) and Thermal Cycling on Polyurethane (PUR) Coated Water Transmission Pipelines <\/td>\n<\/tr>\n
1718<\/td>\nDevelopment of Constrained Soil Modulus Values for Buried Pipe Design <\/td>\n<\/tr>\n
1734<\/td>\nPlanning and Analysis
The Value of Value Engineering\u2014Functionality without Breaking the Bank on a Raw Water Transmission Project in Texas <\/td>\n<\/tr>\n
1746<\/td>\nTriple Bottom-Line Assessment of Alternatives for a Large-Diameter Transmission Main from a Congested 280-MGD Water Treatment Plant Site <\/td>\n<\/tr>\n
1753<\/td>\nValue Engineering of Conveyance System Projects on a Large Wet Weather Program <\/td>\n<\/tr>\n
1763<\/td>\nTools for Successful Risk Management of Your Next Underground Project <\/td>\n<\/tr>\n
1773<\/td>\nAssessing the Condition and Consequence of Failure of Pipes Crossing Major Transportation Corridors <\/td>\n<\/tr>\n
1785<\/td>\nRisk Model for Large-Diameter Transmission Pipeline Replacement Program <\/td>\n<\/tr>\n
1795<\/td>\nUnderstanding Risk and Resilience to Better Manage Water Transmission Systems <\/td>\n<\/tr>\n
1809<\/td>\nShifting the Paradigm from Replacement to Management <\/td>\n<\/tr>\n
1820<\/td>\nBaltimore\u2019s First Step towards Advanced Pipeline Management <\/td>\n<\/tr>\n
1832<\/td>\nDriving the Industry Forward Again: WSSC\u2019s Pipeline Management System <\/td>\n<\/tr>\n
1840<\/td>\nAsset Management Mixing Bowl: Idea Sharing Amongst Owners <\/td>\n<\/tr>\n
1848<\/td>\nSmart Pipeline Infrastructure Network for Energy and Water (SPINE) <\/td>\n<\/tr>\n
1858<\/td>\nDeveloping Design Standards for a New Multi-Agency Regional Water Supply System <\/td>\n<\/tr>\n
1867<\/td>\nWhat Pipeline Management Can Do for You\u2014A Review of the Costs and Benefits <\/td>\n<\/tr>\n
1880<\/td>\nDeveloping a Pre-Certification Process for Using ISI Envision during the Planning Phase of a Pipeline Project ASCE <\/td>\n<\/tr>\n
1891<\/td>\nPicking a Pipeline Route through a Densely Developed Urban Environment: The Challenges Are Not Technical <\/td>\n<\/tr>\n
1902<\/td>\nDC Water Uses 3D FEM in Assessing Century Old Trunk Sewer <\/td>\n<\/tr>\n
1913<\/td>\nWilburton Sewer Improvements\u2014No Problems, Just Opportunities to
\nProvide a Toolbox of Engineering Solutions <\/td>\n<\/tr>\n
1924<\/td>\nPotts Ditch: Rerouting the Impossible <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pipelines 2015 – Recent Advances in Underground Pipeline Engineering and Construction<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2015<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160475,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-160472","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\/160472","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\/160475"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160472"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160472"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160472"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}