{"id":78631,"date":"2024-10-17T18:24:01","date_gmt":"2024-10-17T18:24:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411384-2010\/"},"modified":"2024-10-24T19:37:36","modified_gmt":"2024-10-24T19:37:36","slug":"asce-9780784411384-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411384-2010\/","title":{"rendered":"ASCE 9780784411384 2010"},"content":{"rendered":"

This collection contains 152 papers presented at the Pipelines 2010 Conference, held in Keystone, Colorado, August 28-September 1, 2010.<\/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
18<\/td>\nConstruction
A Study on Seismic Behavior of Buried Steel Pipelines Crossing Active Faults <\/td>\n<\/tr>\n
30<\/td>\nA Variety of Construction Methods and Pipeline Materials Help Create a New Sewer System <\/td>\n<\/tr>\n
40<\/td>\nCSO Conveyances Project\u2014Selection, Analysis, Design, and Specifications with Multiple Competitive Pipe Materials <\/td>\n<\/tr>\n
48<\/td>\nDemanding HDD Installation of Fusible 24-Inch PVC Pipe Sets New Record <\/td>\n<\/tr>\n
58<\/td>\nDesign-Build of Wastewater Force Main in North Bay Village, Florida <\/td>\n<\/tr>\n
68<\/td>\nDevelopment and Construction of the Nation\u2019s Largest Water Main Rehab Project <\/td>\n<\/tr>\n
78<\/td>\nExperimental Investigation of the Effect of Microfibers on the Tensile and Flexural Strengths of Low-Viscosity Grouts <\/td>\n<\/tr>\n
88<\/td>\nGeneral Services Contracting for Sewer Construction <\/td>\n<\/tr>\n
98<\/td>\nHueneme Outfall Confronts Unique Challenges in Horizontal Directional Drilling and Marine Construction for New Ocean Outfall <\/td>\n<\/tr>\n
110<\/td>\nImplementing an Aquifer Storage and Recovery Project <\/td>\n<\/tr>\n
124<\/td>\nInterceptor Construction in an Urban Area\u2014How the City of Aurora Managed Competing Interests by Considering Constructability and Routing <\/td>\n<\/tr>\n
137<\/td>\nJoint Integrity of Plastic Pressure Pipes in Municipal Service <\/td>\n<\/tr>\n
148<\/td>\nLessons from an HDD Project That Was Awarded for $1.74 Million with 90 Days to Complete That Took in Excess of $6 Million and More Than 1,000 Days <\/td>\n<\/tr>\n
158<\/td>\nManaging Challenges Building the Aurora Prairie Waters Project <\/td>\n<\/tr>\n
168<\/td>\nNew Application for Fiber Wrap Strengthening of Buried Pipelines <\/td>\n<\/tr>\n
177<\/td>\nOne Project, Four Trenchless Methods <\/td>\n<\/tr>\n
187<\/td>\nP.I.P.E. Solutions of the South Mainland Water Transmission Main <\/td>\n<\/tr>\n
199<\/td>\nPipe Joint Integrity: Cementitious and Metallic Pressure Pipes <\/td>\n<\/tr>\n
209<\/td>\nProject Management Information Systems for Pipeline Design and Construction\u2014PrairieNet <\/td>\n<\/tr>\n
220<\/td>\nProtecting Existing PCCP Subject to External Transient Loads <\/td>\n<\/tr>\n
228<\/td>\nRapid Emergency Pipeline Repairs Utilizing CFRP <\/td>\n<\/tr>\n
237<\/td>\nRaw Sewage through Steel Pipe: A Unique Application on the Pima County Plant Interconnect <\/td>\n<\/tr>\n
248<\/td>\nSteel Selection and Pipe Fabrication Challenges of a 120-Inch-Diameter High-Strength-Steel Tunnel Liner Project <\/td>\n<\/tr>\n
258<\/td>\nTunneling Saves Money and the Environment <\/td>\n<\/tr>\n
268<\/td>\nTwenty-One Foot Diameter Flexible Pipe\u2014Construction <\/td>\n<\/tr>\n
277<\/td>\nTwenty-One Foot Diameter Flexible Pipe\u2014Design <\/td>\n<\/tr>\n
286<\/td>\nDesign
Preserving Capacity in CUWCD Aqueducts <\/td>\n<\/tr>\n
295<\/td>\nCollecting and Converting 2-D Utility Mapping to 3-D <\/td>\n<\/tr>\n
302<\/td>\nContribution of Frictional Resistance to Restrain Unbalanced Thrust in Buried Pipelines <\/td>\n<\/tr>\n
312<\/td>\nDesign and Specification of Bolted Flange Joints in Water\/Wastewater Practice <\/td>\n<\/tr>\n
326<\/td>\nFeatures of the Lake Powell Pipeline Preliminary Design to Minimize Hydraulic Transients <\/td>\n<\/tr>\n
340<\/td>\nDesign of the Colorado Ocean Relief Sewer Project <\/td>\n<\/tr>\n
350<\/td>\nDirectional Drilling Design with ASTM F1962: A Decade of Success <\/td>\n<\/tr>\n
360<\/td>\nHistoric Development Adds Challenge to Storm Drain Tunnel under Railroad <\/td>\n<\/tr>\n
370<\/td>\nImportance of Blowoffs and Design Considerations <\/td>\n<\/tr>\n
377<\/td>\nKnoxville Utilities Board: Goose Creek Inverted Siphon Replacement <\/td>\n<\/tr>\n
387<\/td>\nMaterials Handling during Utilities Construction in Areas of Known Soil and Groundwater Contamination <\/td>\n<\/tr>\n
398<\/td>\nMechanical Property Changes in Steel during the Pipe Making Process <\/td>\n<\/tr>\n
410<\/td>\nNational Survey of Current Practices on Trench Bedding, Backfill, and Shoring <\/td>\n<\/tr>\n
419<\/td>\nPerformance of Plastic Pipes Installed in Dune Sand <\/td>\n<\/tr>\n
432<\/td>\nPipe Bursting Repair of the City of Tallahassee: Capital Circle 36-Inch Hobas Force Main <\/td>\n<\/tr>\n
443<\/td>\nPipe Zone Bedding And Backfill: A Flexible Pipe Perspective <\/td>\n<\/tr>\n
456<\/td>\nPipeline Appurtenance Alternatives <\/td>\n<\/tr>\n
466<\/td>\nReduction of Damage and Hindrance to Wastewater Transmission Systems Caused by Air Pockets by Deployment of Air Valves <\/td>\n<\/tr>\n
480<\/td>\nSeismic Design of Ring Girders (1 of 2) <\/td>\n<\/tr>\n
489<\/td>\nSeismic Design of Ring Girders Example (2 of 2) <\/td>\n<\/tr>\n
503<\/td>\nSimplifying Upper Diamond Fork System Hydraulic Operations <\/td>\n<\/tr>\n
513<\/td>\nSurge Control: When and Where in the Life of a Pipeline System <\/td>\n<\/tr>\n
525<\/td>\nThrust Induced Movement of Pipe Bends for Differing Pipe Materials <\/td>\n<\/tr>\n
535<\/td>\nTrenchless Crossing of the South Platte River: A Case Study in Risk Management <\/td>\n<\/tr>\n
545<\/td>\nUnderstanding Pipe Standard Specifications and Their Applications <\/td>\n<\/tr>\n
555<\/td>\nInfrastructure Assessment\/Monitoring 1
Advances in CCTV Technology for In-Service Water Mains <\/td>\n<\/tr>\n
565<\/td>\nPrestressed Concrete Cylinder Pipe Decay <\/td>\n<\/tr>\n
575<\/td>\nAn Unexpected Christmas Present\u2014Failure of a 48-Inch Waterline <\/td>\n<\/tr>\n
583<\/td>\nAsset Management of a Failing 36″ Ductile Iron Sewage Force Main <\/td>\n<\/tr>\n
594<\/td>\nCondition Assessment of Pressure Water Mains\u2014Is It Worth Doing? <\/td>\n<\/tr>\n
608<\/td>\nConsiderations for Selecting Conveyance System Performance Measures <\/td>\n<\/tr>\n
618<\/td>\nInnovative Inspection of Critical Large Diameter PCCP Pipelines without Completely De-Watering and under a River Crossing for Dallas Water Utilities <\/td>\n<\/tr>\n
628<\/td>\nDetecting Wire Breaks from the Outside of PCCP <\/td>\n<\/tr>\n
637<\/td>\nEstablishing an Evaluation Matrix for Condition Assessment of Water Mains <\/td>\n<\/tr>\n
645<\/td>\nEvaluating the Functionality of Water Distribution Networks in the Aftermath of Big Earthquakes Based on Nonlinear Modeling of Pipes Connections <\/td>\n<\/tr>\n
655<\/td>\nCauses of Etiwanda Pipeline Mortar Lining Failure <\/td>\n<\/tr>\n
665<\/td>\nForensic Analysis of Oxidation Embrittlement in Failed HDPE Potable Water Pipes <\/td>\n<\/tr>\n
680<\/td>\nImplementation of a Risk Based Asset Management Program: Aurora Water’s Story <\/td>\n<\/tr>\n
686<\/td>\nMeasuring the Energy Efficiency of Water Utilities <\/td>\n<\/tr>\n
698<\/td>\nMetropolitan Water District of Southern California PCCP Condition Assessment and Comparison and Blind Test of RFTC and P-Wave <\/td>\n<\/tr>\n
708<\/td>\nNew Design Methods for Structural Rehabilitation of Rigid Pipes <\/td>\n<\/tr>\n
718<\/td>\nPCCP Damage during Depressurization\/Pressurization Cycles <\/td>\n<\/tr>\n
728<\/td>\nPipe Wall Evaluation Using Acoustic Pulses <\/td>\n<\/tr>\n
736<\/td>\nPolyethylene Encasement for External Corrosion Control for Iron Pipelines\u2014A Fifty Year History <\/td>\n<\/tr>\n
747<\/td>\nPredictability and Preventability Indices for PCCP Water Mains <\/td>\n<\/tr>\n
760<\/td>\nProcess for Evaluating Sanitary Sewer Pipe and Manhole Condition Assessment Data <\/td>\n<\/tr>\n
770<\/td>\nResearch and Development Needs for the Inspection of Pressure Pipelines <\/td>\n<\/tr>\n
781<\/td>\nTrenchless Water Main Rehabilitation Design Considerations <\/td>\n<\/tr>\n
792<\/td>\nUpdate on the U.S.-China Collaborative Research Directions on Trenchless Technology and Critical Underground Infrastructure Issues <\/td>\n<\/tr>\n
810<\/td>\nUse of Surface Potential and Other Electrical Measurements for Corrosion Assessments of Large Diameter Transmission Pipes <\/td>\n<\/tr>\n
820<\/td>\nWhen to Intervene? Using Rates of Failure to Determine the Time to Shut Down Your PCCP Line <\/td>\n<\/tr>\n
832<\/td>\nInfrastructure Assessment\/Monitoring 2
Acoustic Based Condition Assessment of Asbestos Cement Water Transmission Laterals <\/td>\n<\/tr>\n
843<\/td>\nAcoustic Wall Thickness Assessment of Large Diameter Mains <\/td>\n<\/tr>\n
853<\/td>\nAlternatives for Condition Assessment of Small Diameter Sewage Force Mains <\/td>\n<\/tr>\n
863<\/td>\nApplication of Decision Support Models in Asset Management of Sewer Networks: Framework and Case Study <\/td>\n<\/tr>\n
874<\/td>\nClassifying Structural Condition of Deteriorating Stormwater Pipes Using Support Vector Machine <\/td>\n<\/tr>\n
884<\/td>\nCondition Assessment Methods for AC Pipe and Current Practices <\/td>\n<\/tr>\n
895<\/td>\nCondition Assessment of 108 Miles of Water Transmission Laterals <\/td>\n<\/tr>\n
907<\/td>\nCondition Assessment of a Pre-Stressed Concrete Cylinder Pipe While In Service <\/td>\n<\/tr>\n
916<\/td>\nCondition Assessment of In-Service Ferous Mains <\/td>\n<\/tr>\n
926<\/td>\nDamage Identification Based on Vibration Response of Prestressed Concrete Pipes <\/td>\n<\/tr>\n
937<\/td>\nDetecting Deteriorating Thinning PCCP Pipe Mortar Coating <\/td>\n<\/tr>\n
942<\/td>\nEmergency Action Plan for Failed Pipelines: A Proactive Solution <\/td>\n<\/tr>\n
951<\/td>\nHead to Head Comparison of Large Diameter Leak Detection Methods in Denver, CO <\/td>\n<\/tr>\n
961<\/td>\nInteractive GIS Tools for Sewer Assessment, Sewer Rehabilitation, and I\/I Reduction <\/td>\n<\/tr>\n
971<\/td>\nLaboratory Investigations of Corrosion Mechanisms and Control for Ductile Iron Pipe in Simulated Polyethylene Encasement (AWWA C105) <\/td>\n<\/tr>\n
996<\/td>\nLarge-Diameter RCP Condition Assessment Program\u2014A Progressive Approach <\/td>\n<\/tr>\n
1006<\/td>\nLeading the Way: The Washington Suburban Sanitary Commission’s Comprehensive PCCP Management Program <\/td>\n<\/tr>\n
1015<\/td>\nLessons Learned from Goleta West Rehabilitation Program <\/td>\n<\/tr>\n
1023<\/td>\nLive Inspection of Large Diameter PCCP Using a Free-Swimming Tool <\/td>\n<\/tr>\n
1033<\/td>\nMeasurement and Analysis of PCCP Wire Breaks, Slips, and Delaminations <\/td>\n<\/tr>\n
1042<\/td>\nOperations, Maintenance, and Capacity Improvements to the Papillion Creek Interceptor Sewer: Omaha, Nebraska <\/td>\n<\/tr>\n
1055<\/td>\nPipeline Case Histories with 2D and 3D Underground Imaging <\/td>\n<\/tr>\n
1065<\/td>\nSafety and Waste Management of Asbestos Cement Pipes <\/td>\n<\/tr>\n
1075<\/td>\nStructural Condition Assessment for Long Term Management of Critical Sewer Pipelines <\/td>\n<\/tr>\n
1085<\/td>\nUse of Trenchless Technologies for a Comprehensive Asset Management of Culverts and Drainage Structures <\/td>\n<\/tr>\n
1095<\/td>\nNew and Emerging Technologies
A Study on the Effects of Surface Transverse Waves on Buried Steel Pipelines Considering the Nonlinear Behavior of Soil and Pipes <\/td>\n<\/tr>\n
1105<\/td>\nAdvancements in FRP Repair of PCCP <\/td>\n<\/tr>\n
1115<\/td>\nAlignment Geohazard Evaluations Using Interactive GIS <\/td>\n<\/tr>\n
1129<\/td>\nAn Assessment of the Performance of Corrugated HDPE Pipe in Shallow Fills under Railroads <\/td>\n<\/tr>\n
1140<\/td>\nAnalysis of Interaction Mechanism between Slips and Drill Rod <\/td>\n<\/tr>\n
1150<\/td>\nCarbon Fiber Reinforced Polymer (CFRP) As a Long Term Repair Solution <\/td>\n<\/tr>\n
1160<\/td>\nCritical Factors to Consider in Designing and Implementing Effective Carbon Fiber Repairs of Pressure Pipelines <\/td>\n<\/tr>\n
1167<\/td>\nEmergency Repair of a Mile Long Cast in Place Reinforced Concrete Penstock Using Fiber Reinforced Polymer (FRP) Technology <\/td>\n<\/tr>\n
1177<\/td>\nExperimental Investigation of Pipe Soil Friction Coefficients for Direct Buried PVC Pipes <\/td>\n<\/tr>\n
1187<\/td>\nExperimental Research on Ductile Iron Pipes with Rubber Gasketed Joints <\/td>\n<\/tr>\n
1194<\/td>\nField Demonstration of Emerging Pipe Wall Integrity Assessment Technologies for Large Cast Iron Water Mains <\/td>\n<\/tr>\n
1205<\/td>\nField Demonstration of Innovative Leak Detection\/Location Technologies in Conjunction with Pipe Wall Thickness Testing for Water Mains <\/td>\n<\/tr>\n
1216<\/td>\nGIS Asset Management of New Capital Projects <\/td>\n<\/tr>\n
1222<\/td>\nHDD Crossing of Lake Austin Generates Data and New Model for Calculating Pull Force for Ductile Iron Pipe <\/td>\n<\/tr>\n
1234<\/td>\nImproved Flexible-Expansion Joint Design Simplifies Pipeline Protection <\/td>\n<\/tr>\n
1246<\/td>\nInnovative Application of Leak Detection Technology on a Combined Sewer System <\/td>\n<\/tr>\n
1253<\/td>\nPerformance of 120-Inch PressureCast Steel Pipe under 120° Sand-Bearing and Installed Condition <\/td>\n<\/tr>\n
1261<\/td>\nLateral Loading Experiment on Buried Pipe Using Liquefied Stabilized Soil as Backfill Material for Thrust Restraint <\/td>\n<\/tr>\n
1272<\/td>\nNo-Dig Solution to Major Sewer Line in St. Louis <\/td>\n<\/tr>\n
1277<\/td>\nNumerical Modeling of Flow around Pipeline in Currents <\/td>\n<\/tr>\n
1287<\/td>\nRehabilitation of High Pressure Pipelines by an Innovative New Self Monitoring Internal Reinforcement Technology <\/td>\n<\/tr>\n
1297<\/td>\nSuperlaminate: The Next Generation of Carbon FRP Products for Repair of Pipelines <\/td>\n<\/tr>\n
1307<\/td>\nTargeted HDD Design under Critical Structures to Reduce the Potential for Hydraulic Fracture <\/td>\n<\/tr>\n
1317<\/td>\nTesting and Evaluation of a New Potable Water Pipe Renewal Product <\/td>\n<\/tr>\n
1328<\/td>\nThe Rehabilitation of a Crude Oil Cased Crossing by the Insertion of a Self-Monitoring Layered Thermoplastic Composite Pipe with High Pressure Capability: A Case Study <\/td>\n<\/tr>\n
1338<\/td>\nTransient Pressure Monitoring Program\u2014Nacimiento Water Project <\/td>\n<\/tr>\n
1345<\/td>\nPlanning
How Do You Spell Rehabilitation Success? \u2014 SSERP (A Program Approach to Comprehensive Wastewater Collection System Rehabilitation) <\/td>\n<\/tr>\n
1355<\/td>\nA Successful Strategy for Environmental Permitting of an Aggressively Scheduled Major Water Supply Project <\/td>\n<\/tr>\n
1367<\/td>\nAdfreeze Behavior between Chilled Gas Pipeline and Surrounding Frost Bulb <\/td>\n<\/tr>\n
1377<\/td>\nApplicability of Restrained Joint PVC Pipe in Horizontal Directional Drilling <\/td>\n<\/tr>\n
1388<\/td>\nBaton Rouge, Louisiana Sanitary Sewer Overflow Program Conveyance Design Requirements <\/td>\n<\/tr>\n
1398<\/td>\nCity of Modesto Takes a Proactive Approach to Avoid Sanitary Sewer Spill in Dry Creek: Constructing The Dry Creek\/El Rio Sewer System <\/td>\n<\/tr>\n
1409<\/td>\nCurrent Issues in the Trenchless Rehabilitation of Water Mains <\/td>\n<\/tr>\n
1418<\/td>\nDesign and Construction of the Lake Fork Pipeline <\/td>\n<\/tr>\n
1428<\/td>\nDynamic Simulation for Optimal Facility Sizing As Part of the Eastern New Mexico Rural Water Supply Project <\/td>\n<\/tr>\n
1438<\/td>\nEmergency Assessment and Repair of a Sanitary Sewer by Trenchless and Traditional Open-Cut Methods <\/td>\n<\/tr>\n
1447<\/td>\nEstablishing an Evaluation Matrix for Water Main Rehab <\/td>\n<\/tr>\n
1457<\/td>\nEvaluation, Inspection, and Rehabilitation of a Major Storm Sewer in the City of Aurora, Colorado <\/td>\n<\/tr>\n
1468<\/td>\nExtending the Life of Iron Pipe in Corrosive Soils <\/td>\n<\/tr>\n
1478<\/td>\nHow Reclaimed Water Makes Cents <\/td>\n<\/tr>\n
1488<\/td>\nHydraulic Transient Modeling and Mitigation for a 100 Well, 146-Million-Gallon-per-Day Aquifer Storage and Recovery System <\/td>\n<\/tr>\n
1498<\/td>\nInnovative Design of Large Diameter Fittings for the Lake Fork Interconnect Vault <\/td>\n<\/tr>\n
1509<\/td>\nIntegrated Decision-Support Framework for Municipal Infrastructure Asset <\/td>\n<\/tr>\n
1520<\/td>\nLandfill Gas Pipeline Project Requires Aggressive Schedule to Achieve Significant Energy Savings for Milorganite Production <\/td>\n<\/tr>\n
1531<\/td>\nManaging Project Budget Expectations through the Monitoring and Reporting of Pipeline Material Costs <\/td>\n<\/tr>\n
1540<\/td>\nPlan, Finance, Design, and Deliver: How to Implement a Citywide Sanitary Sewer Improvement Program <\/td>\n<\/tr>\n
1552<\/td>\nPlanning, Design, and Construction of the Central Utah Water Conservancy District Water Development Project\u2014CWP Pipeline <\/td>\n<\/tr>\n
1562<\/td>\nSanitary Sewer Rehabilitation Using Cured in Place Pipe (CIPP) in the City of Aurora: A Municipal Owner’s Perspective <\/td>\n<\/tr>\n
1571<\/td>\nThe Logistics of Large Diameter Waterline Shutdowns <\/td>\n<\/tr>\n
1581<\/td>\nUnderstanding Your Manholes\u2014Translating Inspection Data to Design <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pipelines 2010<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2010<\/td>\n1590<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78632,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78631","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\/78631","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\/78632"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78631"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78631"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78631"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}