No-Dig Show 2009
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2009 Session Schedule

VIEW BY DATE OF PRESENTATION
Monday, March 30
AM Sessions >>
Monday, March 30
PM Sessions >>
Tuesday, March 31
AM Sessions (1st Session) >>
Tuesday, March 31
AM Sessions (2nd Session) >>
Tuesday, March 31
PM Sessions >>
Wednesday, April 1
AM Sessions >>

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Electrical Gas Telecommunications Wastewater Water

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Track 1 Track 2 Track 3 Track 4 Track 5

VIEW BY PAPER TITLE
Monday, March 30 – AM Sessions
  • City of Atlanta, Georgia Utilizes Ductile Iron Product Pipe on Large-Scale Static Pipe Bursting Project
  • Pipe Bursting - A Fast Track Partner for Success
  • Design-Build Innovations: Pipe Bursting Potable Water Mains with Pre-Chlorinated Pipe on Robins AFB
  • Static Pipe Bursting Using Vitrified Clay Jacking Pipe in Phoenix Soils
  • The Practical Study of Pipe Bursting by Expandit in Japan
  • The Longest Drive - Portland’s CSO Microtunnels
  • Intake Construction of Lake Nacimento, California
  • 27,500 Feet of Microtunneling Solves Complex Puzzle in Sacramento
  • Geotechnical Baseline Reports – Applying the Guidelines to Microtunneling
  • A Microtunnel Crossing of a Highly Environmental Impact Area (Italy)
  • Lateral Rehabilitation - Next Steps for the City of Hamilton, Ontario
  • Minimizing Inflow and Infiltration Through Trenchless Lateral Replacement – A Municipal Perspective
  • Service Connection Relining Pilot Program
  • Examination of Lateral Replacement Program – A Municipal Perspective
  • Understanding ASTM F2561-06
  • Economical Multi-Sensor Inspection of Collection Systems
  • Single Pass Multiple-Sensor Inspection of Large Sewers in the City of Toronto, Ontario
  • Determining the Effectiveness of Using a Multiple- Sensor Inspection Robot for Large Diameter Sewer            Inspections
  • CCTV inspection Companies – Why and How to Accredit Them (France)
  • Potholing Without Potholes: A Core Strategy for Utility Cut Repairs
  • Water Main Asset Management in the City of Hamilton, Ontario - A Comprehensive Overview of Policies and            Practices
  • Establishing a Pathway for Achieving Water Utility Infrastructure Management Excellence
  • Scheduling Model for Water Main Rehabilitation
  • City of Lima¸ Peru¸ Implements a Condition-Based Asset Management Strategy (Peru)
  • Asset Management of Crucial Transmission Lines to the City of Guadalajara (Mexico)
Monday, March 30 – PM Sessions
  • Comparison of Predicted and Observed HDD Installation Loads for Various Calculation Methods
  • Small-Scale Hydraulic Fracture Experiments in a Frictional-Cohesive Material
  • Trenchless Solution in the Oil Sands of Alberta – Saving Water and Reducing the Cost of Oil Extraction
  • The ORFEUS Project: Design of a Bore-Head GPR for HDD Equipment (Italy)
  • Rock Microtunneling – An Industry Review
  • Microtunneling a RCP Sewer with Crossings
  • Direct Pipe® Method - Latest Developments in Pipeline Construction (Germany)
  • Real-Time Automated Solution to Positioning and Guidance of Microtunnel Boring Machines (P. R. China)
  • Filling the Information Void on Annular Space Grouting
  • Restoration of a Trunk Sewer Through Historic Kingston, Ontario
  • Pipe Line Grouting - What Engineers and Contractors Need to Know to Make it Work
  • Restoration Method of Pipeline Position (Japan)
  • Nashville Project Shows Long-Term Effectiveness of Sewer Rehabilitation for Infi ltration Reduction
  • A GIS-Based Decision Support System for Evaluating Costs and Benefits of Sewer Renewal Technologies
  • Rehab Effectiveness - Why Holistic Rehab is Required for Signifi cant I&I Reductions
  • Transmission Main Leak Detection in Sub-Saharan Africa (Africa)
  • City of Baltimore, Maryland Outfall and Outfall Relief Sewer Condition Assessment
  • USEPA Evaluates Controlled Condition Testing for Buried Pipeline Assessment and Rehabilitation
  • Systematic Approach to Comprehensive Industrial Sewer Upgrades
  • Development of Standard Water and Wastewater Pipe Condition Index
Tuesday, March 31 – AM Sessions (1st Session)
  • Auger Boring Challenges in the Virgin Islands
  • Small Boring Unit – A Ground-Breaking Alternative to Hand-Dig Installations in Hard Soil Conditions
  • Field Challenges and Sucesses with Pilot Tube Microtunneling
  • The First Major Pilot Tube Microtunneling Project in the St. Louis Metropolitan Area
  • Use of an Optically Guided Downhole Hammer to Complete Trenchless Installation of Electric Cable
  • Tunnel Construction Issues with San Francisco’s New 44-in. Water Main
  • Tunneling the A-Line
  • Design Constraints and Construction of Colorado Avenue and Ocean Avenue Trunk Sewer
  • PVC Liner for Corrosion Protection in Large Diameter Segmental Sewer Tunnel
  • Application of a Rectangular Pipe Jacking machine for Box Culvert Pipeline Construction (Japan)
  • 1-MN-320 Emergency Sliplining Project
  • Brooks Bridge Waterline Rehabilitation
  • City of Hamilton’s 3-Year CIPP Water Rehabilitation Program
  • Low-Impact Water Main Rehabilitation in Kelowna, British Columbia
  • Folded PE Liner Pipes - A New Frontier for Trunk Water Mains (UK)
  • Coastal Noise - An Acoustical Evaluation of a Pre-Stressed Concrete Cylinder Pipe Force Main
  • Reliability Assessment of Water Distribution Networks
  • Live PCCP Inspection Using a Free-Swimming Tool
  • No Interruption - Leak Detection Survey of a 42-in. Sewer Forcemain
  • The Revival of a PCCP Pipeline In Taiwan (Taiwan)
  • USEPA Research on Condition Assessment of Wastewater Collection Systems
  • The Need for and Benefits of a Minimum Wall Thickness Requirement for Pipeliners (United Kingdom)
  • The New Mandrel Testing – Laser Profi ling and Its Use In Rehabilitation and Construction
  • Aqualiner – A New Process for the Lining of Water and Sewer Pipes
  • Aptos Transmission Main Relocation Project in the Santa Cruz County Sanitation District
Tuesday, March 31 – AM Sessions (2nd Session)
  • Trenchless Rehabilitation of a Trenchless Installation
  • Pipe Ramming a 60-in. Casing Under BART
  • Pipe Ramming and the Oil Pipeline Industry
  • On-Grade Large Diameter Pipe Ramming Installations
  • Contingency Planning for Microtunneling and Trenchless Projects
  • Prism – An Automatic Measuring Technology for Non-Man Entry, Long and Curved Microtunneling (Japan)
  • Modeling the Behavior of Microtunneling Due to Steeering Corrections (The Netherlands)
  • Mircotunneling in Marginal Grounds - Design and Construction Risks Issues
  • Designing Liners for Fully Deteriorated Sewers (Germany)
  • Loadings Due to Traffi c Considered in Design of Trenchless Rehabilitation of Sewage Pipes (Poland)
  • Quality Assurance of Close-Fit Liners (The Netherlands)
  • Testing the Infl uence of Longitudinal and Transversal Cracks on Load Capacity of Trolining Liners (Poland)
  • Methodology for Calculating the Carbon Footprint of Underground Utility Projects
  • How to Take Advantage of Green Thinking to Get More Funding for Infrastructure
  • EPA Support of Technology Development for Rehabilitation
  • Service Connections Upgrade on a Structurally Rehabilitated Water Main
  • Utilizing XYZ Mapping to Ensure a Successful Sliplining Project
  • Effective Use of SUE on Trenchless Technology Infrastructure Projects
  • Underground Mapping - Adding Value to Trenchless Technology Projects
  • Mapping Underground Assets with Fully Innovative GPR Hardware and Software Tools (Italy)
Tuesday, March 31 – PM Sessions
  • Advances in Gravity Sewer Installations Using HDD
  • Does the HDD Reaming Pass Remove Extreme Alignment Dog-Legs?
  • On-Grade Large Diameter Directional Drilling
  • An HDD Project with a Considerable Entry and Exit Elevation Difference
  • Installation of a New Sewer Line Up a Steep Hill Using HDD
  • Selecting the Right Construction Method for a River Crossing
  • Failure and Repair of Mather Drain Tunnel¸ SRCSD Bradshaw Interceptor Section 7B Mather in California
  • The No Business Creek Tunnel - A Ground-Breaking Approach to Wastewater Collection
  • Building a Large Diameter Deep Sewer Pipeline Under Urban Constraints
  • The Frictional Property of Lubricants and Its Impact on Soil-Pipe Interaction of Pipe Jacking (Taiwan)
  • Hot Sewers - Experimental Evaluation of CIP Lining Systems for High Temperature Applications in Sewers
  • 72-in. Interceptor Lining in the City of Saskatoon, Saskatchewan
  • Butterfield Storm Sewer CIPP
  • Pressure Pipe CIPP for Potable Water Systems
  • Recent International Developments in Testing of CIPP (UK)
  • Evaluating In-Service Force Mains with Air Pocket and Leak Detection Technology
  • Palos Hills: Case Study in Asset Management and Project Planning for Large-Scale CIPP Rehabilitation
  • Innovative Free-Swimming Acoustic Method for Pipeline Leak Detection
  • Integrated Project Delivery Method for Trenchless Projects
  • Lessons Learned While Delivering Leak Detection Service on 150-km of Pipelines in Sao Paulo (Brazil)
  • Advances in Underground Imaging
  • A Real World Evaluation of Acoustic Inspection of Wastewater Force Mains
  • Big Pipe and Big Challenges - Proven Effective Technologies
  • The Mapping The Underworld Project (United Kingdom)
  • An Innovative Rehabilitation Technique for Pipes Containing Cables (Japan)
Wednesday, April 1 – AM Sessions
  • Design-Build Contract Minimizes Cost and Schedule for HDD Installation
  • The St. John’s Water Co. Water System Improvement Project Using PVC in Difficult HDD Projects
  • HDD Ram Assist Methods – Planning Ahead for HDD Success
  • Rig Data Display and Transmission System
  • One Project, Six HDDs – The Nacimiento Water Project
  • Back-Loading Cutterheads - Improving Safety and Efficiency on Long Utility Crossings
  • Study of the Construction of Rainwater Reservoir Facilities by the Unmanned Pneumatic Caisson Method            (Japan)
  • A Fundamental Study on the Reduction of Friction During Sewer Pipe Jacking (Japan)
  • Property of Flyash Surfactant Injection into Over-Cutting Area as Lubricant for Slurry Pipe Jacking (Japan)
  • Pipe Ramming Under Three Active Mainlines in Difficult Soil Conditions
  • CIPP Rehabilitation of Failing Twin 72-in. Corrugated Metal Pipes
  • Challenges and Lessons Learned Using Air Inversion and Stream Cure for CIPP Sewer Rehabilitation
  • Styrene Removal Adds to the Challenges of Rehabilitating Large Diameter Sewer in Reno, Nevada
  • Adopting UV Fiberglass CIPP in Sewer and Stormwater Rehabilitation Bid Specifications
  • UV-Light Curing of CIPP with LEDs (Germany)
  • City of Calgary, Alberta River Crossing Project Uses Flexible Tender Approach
  • Pre-Qualifying Trenchless Rehabilitation
  • Stability of Deteriorated Metal Culverts Including the Effect of Soil Erosion
  • Practical Prescriptions on Environmental Stress Cracking Resistance of Polyethylene
  • Partnering in No-Dig Projects and Reducing the Impact of Risks and Uncertainties (Denmark)
  • Standard Pipe Infrastructure Data Model for Comprehensive Asset Management
  • Opening up a VISTA of Buried Assets (United Kingdom)
  • Advances in Pipeline Asset Management using Digital Side Scanning Evaluation Technology
  • Innovative Trenchless Practices – The City of Edmonton, Alberta’s Perspective

 

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