Force Main Condition Assessment: New Technologies & Case Studies
|
|
- Joella Beasley
- 8 years ago
- Views:
Transcription
1 Force Main Condition Assessment: New Technologies & Case Studies Andy Dettmer, Ph.D., P.E. CMOM Workshop August 19,
2 Three takeaways 1. Most of your force mains are good 2. We can pinpoint the few, bad pipes 3. Condition assessment is cost effective 3 Force Mains are Special Soil Gravity Pipe CCTV is usually enough Pressure Pipe Requires Advanced Tools & Analysis 4 2
3 8,000 miles inspected prove that most pipe is in good condition 96% of pipe is in good condition We only need to address 4% of our pipelines! 3% has some deterioration Find the Weak Link Manage individual assets 5 An assess & address approach quickly reduces risk and is cost effective Plan & Prioritize Field Inspections 1% Repair, Rehab, or Replace 3% When needed Reinspection Schedule 6 3
4 Pipe materials fail differently and require customized assessment techniques 2010 US Wastewater Force Main Inventory Ductile Iron, 47% Steel, 4% PCCP, 12% Some is 3/8 Thick Some is 1.5 Thick Cast Iron, 12% PE, 1% PVC, 14% AC, 5% RCP, 4% WERF Guidelines for the Inspection of Force Mains (2010) Force Main Failure Modes: What are we looking for? Age is not the primary factor so what is? Material quality and manufacturing Design Environmental Operational 3 rd party damage Installation Failures are often a combination of several factors 4
5 Inspection tools designed to pinpoint bad pipe for targeted repair & replacement 9 Magnetic Flux Leakage (MFL) 46% & 56% 90% Wall Loss 10 5
6 Electromagnetic (EM) tools for different field conditions EM, CCTV, Sonar, & GIS mapping Manned Entry Robotics Free Swimming Diameter: 36 + Dewatered or Depressurized Pipeline Diameter: 18 + Depressurized (Dewatering not required) Diameter: 16 + Ideal for long distance inspections Free Swimming Electromagnetic Inspection 12 6
7 24 Flanged Outlet Damaged 30 Concrete Pipe Pinpointed for Repair 13 Damaged 30 Concrete Pipe Pinpointed for Repair 14 7
8 13 Bar Breaks & Cylinder Corrosion Detector free swimming PipeDiver tool for 16 steel, ductile & BWP Passed 20 Butterfly Valve (9 clearance) 20 Steel Pipe 16 8
9 Defects identified in 20 Steel Pipeline Pipe repair not reported by contractor Dent from rock 17 External Corrosion Identified in 20 Steel 9
10 External Corrosion on 48 Ductile Iron Pipe 6 x 9 external corrosion on 48 DIP PipeDiver Sonar quantifies debris & air pockets in gravity siphons Air Pocket Tee/Branch Debris 10
11 Leaks and gas pockets are precursors to larger failures in force mains Gas pockets may compound the effects of hydraulic transients and reduce capacity PVC Failure Sahara provides location and size of leaks and air pockets 11
12 Air pockets restrict flow and can facilitate crown corrosion 23 SmartBall provides location and size of leaks and air pockets 24 12
13 New analysis techniques can distinguish air pockets from bubbles and air slugs Entrained Air Bubbles Entrained Air Slugs Corrosion in Air pocket Erosion 72% of air pockets are not at known high points (500 miles inspected) 26 13
14 8/20/2014 SmartBall data confirms gas pocket location including increased velocity within hydraulic jump High velocity Insertion of SmartBall through check valve, spool piece or flange near lift station 28 14
15 Grate blocks outgoing pipe Net blocks outgoing pipe Net captures SmartBall when discharged from Force Main 29 Force Main Discharge 30 15
16 8 DIP Force Main Most gas pockets not at known high points 15 Gas Pockets Total 4 Test Pits Chosen for Excavation and Wall Thickness Measurements 16
17 Wall thickness measurements showed sufficient safety factor (8 DIP Force Main) Wall thickness measurements were within Casting Tolerance for 8 DIP 17
18 SmartBall & Sahara can now provide pipe by pipe data Pipe Wall Assessment (PWA) Technology Pipe # 402 Station Two large stress anomalies *click for further details PWA measures relative stress in pipe wall due to groups of pits in 24 Cast Iron Pipe 36 18
19 How much deterioration before pipe fails? Structural Performance Curves based on multiple finite element simulations Level of Deterioration % in BWP Yield Curve at 15ft deep 200 Yield Limit Pressure (psi) Limit of 8 Bar Breaks and 32% Wall Loss at 115psi, 20 MGD (no surge) 0 10% 30% 50% 70% Broken Bars in BWP & Cylinder Corrosion
20 54 steel pipe structural model 39 Transient Pressure Monitoring is a Low cost, High Value Assessment Tool Transient pressure spike exceeded pipe design pressure Typical SCADA system misses critical transients 40 20
21 Pump cycling can induce damaging transient pressures Pipe Design 200 psi Vacuum can damage pipe 7.7 psi 41 Estimate Remaining Useful Life Using Condition Data and Statistical Models 350 Predicted Failure Occurrences Reinspect in 10 years 30 to 40 years until significant number of failures Time to Yield (years) 42 21
22 Recommended scope for force main inspection 1. Data Collection & Walk the Pipe 2. Data Gap Analysis & Prioritization 3. Hydraulic Evaluation & Transient Monitoring 4. Leak and Gas Pocket Assessment 5. Pipe Wall Assessment 6. Structural Modeling (Safety Factor) 7. Remaining Useful Life Modeling 43 Budgeted vs actual costs based on WERF utility survey 2009 Typical annual budget for condition assessment $1.57 per foot (actual cost was $2.58) Typical annual budget for repair & cleanup $2.56 per foot (actual cost was $21.47) 44 22
23 How much does assessment cost? What is it worth to you? In terms of percent of replacement costs? 50% of replacement cost? WERF % of replacement? WERF % to 5% of replacement WERF % of replacement WERF 2010 What is the value? Value = benefits costs The Benefits: where the pipe is leaking and where the pipe is about to fail 45 How much does it really cost? Internal inspection technologies: $2 to $15 per foot (each) Holistic force main assessment scope: Risk assessment Hydraulics, transient pressure monitoring Internal & external corrosion assessment Leak, gas pocket, and structural wall assessment Structural modeling Typically 2% to 9% of replacement costs Assessment Program: $10 to $20 per foot best value Project by project basis: $15 to $30 per foot 46 23
24 Recommendations for design & construction of new force mains 1. Perform base line structural inspection before commissioning (preferred) 2. Require zero leakage (at minimum) 3. Full diameter pigging stations (preferred) 4. Full diameter access flanges (at minimum) 5. 4 access ports (preferred) 6. 2 access ports (at minimum) 47 TIME FOR THE TEST 1. Most of your force mains are GOOD 2. We can pinpoint the, FEW BAD pipes 3. Condition assessment is cost effective, but WE NEED TO START BUDGETING TODAY! 48 24
25 Force Main Condition Assessment: New Technologies & Case Studies Andy Dettmer, Ph.D., P.E. CMOM Workshop August 19,
Condition Assessment of a 48 PCCP Water Main Within an Abandon Subway Tunnel
OAWWA 73 rd Annual Conference Condition Assessment of a 48 PCCP Water Main Within an Abandon Subway Tunnel By Jason DeLaet, P.E. Supervising Engineer Greater Cincinnati Water Works & Michael J. Livermore
More informationWSSC Ad-Hoc Committee on Large Diameter Water Mains. August 2, 2013
WSSC Ad-Hoc Committee on Large Diameter Water Mains August 2, 2013 Purpose: To Gain an Understanding of WSSC s Current Approach to PCCP Inspections, Monitoring and Repair/Replacement 2 PCCP Management
More informationBefore H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe
Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe September 11, 2012 NEWEA Collection Systems Conference Presented by: Laurie L. Perkins, PE Dennis A. Dievert, PE C. Frederick
More informationInnovative Methods to Assess Sewer Pipe Risk and Improve Replacement Planning Decisions
Innovative Methods to Assess Sewer Pipe Risk and Improve Replacement Planning Decisions Seth Anderson, GISP Management Consultant Celine Hyer, P.E. Associate Vice President Presentation Topics The Infrastructure
More informationMeasuring the Condition of Prestressed Concrete Cylinder Pipe
Measuring the Condition of Prestressed Concrete Cylinder Pipe John Marshall, P.E.I, I J.W. Marshall and Associates, and Paul S. Fisk, President NDT Corporation Introduction Prestressed Concrete Cylinder
More informationAGENDA ITEM C9. COST/FUNDING SOURCE: $431,847.40/ Uniform Rate
AGENDA ITEM C9 DATE: February 2, 2015 TO: FROM: SUBJECT: Matt Jordan, General Manager Charles Carden, Chief Operating Officer South Pasco Transmission Main Condition Assessment Services with Pure Technologies
More informationUtilizing Remaining Useful Life for Asset Management of Critical Wastewater Assets
*Jessica Brown, P.E., Freese and Nichols, Inc., (817) 312-6980; Jessica.Brown@freese.com Mazen Kawasmi, Freese and Nichols, Inc. ABSTRACT The City of Fort Worth s wastewater collection system includes
More informationPipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting?
Pipe Bursting Case Study at Zeeland, MI Collections Seminar September 6, 2012 By: Brian Hannon, PE and John Racek, PE Presentation Agenda What is Pipe Bursting? History of Pipe Bursting Types of Pipe Bursting
More informationWSSC Ad-Hoc Committee on Large Diameter Water Mains. November 22, 2013
WSSC Ad-Hoc Committee on Large Diameter Water Mains November 22, 2013 Purpose: To Gain an Understanding of WSSC s Current Approach to Prioritizing PCCP Inspections and Repairs 2 PCCP Inspection Prioritization
More informationHYDRAULIC ANALYSIS OF PIPE LINED WITH MADISON S 100% SOLIDS STRUCTURAL POLYURETHANE COATINGS
HYDRAULIC ANALYSIS OF PIPE LINED WITH MADISON S 100% SOLIDS STRUCTURAL POLYURETHANE COATINGS Shiwei William Guan, Ph.D. Vice President, R&D and International Business Madison Chemical Industries Inc. 490
More informationEmerging Technologies in Wastewater Collection Systems
Keville Enterprises Emerging Technologies in Wastewater Collection Systems Douglas McCutchen, CCM Brian Karmasin, P.E., BCEE CMAA Annual Conference Oct 2008 San Francisco, California Today s s Presentation
More informationPipeline Asset Management: From Assessment to Prioritized Projects List
PROGRAM MANAGEMENT INEERING Pipeline Asset Management: From Assessment to Prioritized Projects List TAWWA / WEAT Summer Seminar July 28, 2011 PLANN NING ENG Andrew Hunt, PE Asset Management Project Manager
More informationUsing StrongPIPE Hybrid FRP for PCCP Rehab in Miami-Dade System
Using StrongPIPE Hybrid FRP for PCCP Rehab in Miami-Dade System Luis Aguiar Miami-Dade Water & Sewer Department Anna Pridmore, PhD Structural Technologies PROJECT BACKGROUND Miami-Dade Water & Sewer Department
More informationMeeting the Challenge of Pipeline Emergency Repair
Meeting the Challenge of Pipeline Emergency Repair Michael R. McReynolds, PE, SE 1 Tao Peng, PE, SE 2 ABSTRACTS The Metropolitan Water District of Southern California (MWD) is the nation s largest provider
More informationRehabilitation or Replacement? That Is The Question
Rehabilitation or Replacement? That Is The Question Chris L. Windley PE Greg Anderson, PE 94th Annual Conference November 18, 2014 Overview Project Background Existing Sewer Condition Flow Projections
More informationSession: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam
Session: HDPE Pipe Test Rafael Ortega, Vice President, Lockwood, Andrews & Newnam Education Master of Business Administration University of Houston, 1985 Bachelor of Science, Civil Engineering University
More informationLARGE DIAMETER PIPELINE INNOVATIVE FAST TRACKED REPAIR
LARGE DIAMETER PIPELINE INNOVATIVE FAST TRACKED REPAIR ABSTRACT Phil Hubbard, P.E., HRSD Paul Wilson, P.E., Brown and Caldwell* Mark Harber, P.E., Brown and Caldwell *301 Bendix Road, Suite 400 Virginia
More informationSANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,
More informationAIR RELEASE, CLEANOUT, AND SEWER MANHOLES
AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing
More informationSANITARY SEWER SYSTEM ASSESSMENT
SANITARY SEWER SYSTEM ASSESSMENT What is this tool? The Sanitary Sewer System Assessment is a form that helps your utility identify and document all of the components in your utility s sanitary sewer system.
More informationTheory, Application, and Sizing of Air Valves
Theory, Application, and Sizing of Air Valves VAL-MATIC VALVE AND MANUFACTURING CORP. 905 RIVERSIDE DRIVE, ELMHURST, IL 60126 TEL. (630) 941-7600 FAX. (630) 941-8042 www.valmatic.com 1 THEORY, APPLICATION,
More informationSECTION 6 SANITARY SEWER MAIN 6.01 SCOPE
6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction
More informationExternal Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902
External Wrapping of Steel Riser Pipe Case Study HJ3 CS200902 Introduction Refineries process a wide variety of petroleum products. As part of the process, they rely on cooling towers, which recycle water
More informationRepairs Made With Under Pressure Installations Can Offer Reduced Risks And Expenses
Repairs Made With Under Pressure Installations Can Offer Reduced Risks And Expenses They also give the community a built-in re-entry system for future monitoring and repair. BY BRETT HANES According to
More informationLOWER NORTH OUTFALL SEWER AND NORTH OUTFALL SEWER REHABILITATION USING AMERON S T HAB METHOD
www.norcalpug.com LOWER NORTH OUTFALL SEWER AND NORTH OUTFALL SEWER REHABILITATION USING AMERON S T HAB METHOD Bob Fisher and Lance Stracner Ameron Protective Lining J.R. Pipeline Co Inc. Abstract: The
More informationEstimating Stormwater System Annual Maintenance and Repair Costs - A GIS Approach
October 5 2011 Estimating Stormwater System Annual Maintenance and Repair Costs - A GIS Approach 2011 SESWA Annual Conference 2011 Southeast Stormwater Associated Annual Conference Presentation Overview
More informationWater Loss and Leak Detection. Gary Armentrout, Project Associate Environmental Finance Center Wichita State University
Water Loss and Leak Detection Gary Armentrout, Project Associate Environmental Finance Center Wichita State University Water Meters The Atlanta Journal-Constitution: Thousands of city of Atlanta water
More informationPrestressed Concrete Pipe Fitness for Service and Repair
Prestressed Concrete Pipe Fitness for Service and Repair Rasko Ojdrovic rpojdrovic@sgh.com 781-907-9231 IAEA - EPRI 15 October 2014 www.sgh.com SGH Pipeline Experience More than 25 years of research, analysis,
More informationOhio RCAP Methodology for Asset Management / CMOM Demonstration Projects
Ohio RCAP Methodology for Asset Management / CMOM Demonstration Projects December 10, 2014 from 2:00-3:00 p.m. Presented by Wayne Cannon Ohio RCAP Rural Development Specialist, hwcannon@wsos.org Why Asset
More information812-3 LIMITATIONS: b. No fire hydrant shall be obstructed or used when there is a fire in the area.
812-1 SCOPE OF WORK: SECTION 812 SEWER LINE, MANHOLE AND WET WELL CLEANING a. The Contractor shall provide all labor, materials, equipment, and incidentals necessary to perform the cleaning of sewer lines,
More informationSTRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
More informationHigh Density Polyethylene Liners for Rehabilitation of Corroded Pipelines
High Density Polyethylene Liners for Rehabilitation of Corroded Pipelines Jeff Schell General Manager United Pipeline Middle East, Inc. Introduction HDPE Liners A cost effective and environmentally beneficial
More informationAffordable Asset Management Making Use of the Data You Have: An Owner s Perspective
Affordable Asset Management Making Use of the Data You Have: An Owner s Perspective An Owner Operator s Approach for Asset Management on a Budget Lane Longley, City of St. Petersburg Presented by the April
More informationSewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority
Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Abstract The United States Virgin Islands Waste Management Authority
More informationSECTION 812 SEWER LINE, MANHOLE AND WET WELL CLEANING
812-1 SCOPE OF WORK: SECTION 812 SEWER LINE, MANHOLE AND WET WELL CLEANING a. The Contractor shall provide all labor, materials, equipment, and incidentals necessary to perform the cleaning of sewer lines,
More informationLet Us Give Utilities the Respect that they Deserve.
Water & Sewer Utilities Miscellaneous Design and Plan Preparation Guidelines Issued by: Ray Mowla, P.E. Jefferson Parish Department of Engineering, Utilities Section The purpose of issuing these miscellaneous
More informationSan Diego County Water Authority Contracting Opportunities - July 4, 2016, 1:52 a.m.
San Diego County Water Authority Contracting Opportunities - July 4, 2016, 1:52 a.m. Needs Assessment and Recommendation - Wholesale Water Utility Billing and Information Management Software Application
More informationWATER MAIN CONSTRUCTION TECHNIQUES DEPARTMENT OF PUBLIC WORKS WATER & WASTEWATER DIVISION
WATER MAIN CONSTRUCTION TECHNIQUES Overview Water Main - Materials Specifications Installation Future? Water Main Materials Material Types There are various material types used for water mains, these include:
More informationSewer Rehabilitation Design Requirements
Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared
More informationCLEANING, INSPECTION, AND TESTING OF SEWERS
CLEANING, INSPECTION, AND TESTING OF SEWERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cleaning, Inspecting, and Testing Sanitary Sewers B. Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS
ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by
More informationSECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
More informationWestern Canada Water Conference and Exhibition September 17-20, 2013 Edmonton Alberta
Western Canada Water Conference and Exhibition September 17-20, 2013 Edmonton Alberta CONDITION ASSESSMENT AND REHAB: A HOLISTIC APPROACH David E. Russell, President, PICA Corporation, 4909 75 Ave., Edmonton,
More informationSEWER CLEANING, INSPECTION AND ASSESSMENT
3.1 OVERVIEW Chapter 3 SEWER CLEANING, INSPECTION AND ASSESSMENT Preventive maintenance protects the investment of the sanitary sewer collection system infrastructure. Higher frequency cleaning of gravity
More informationInfo What? Using InfoMaster to Develop a Rehabilitation and Replacement Plan
Info What? Using InfoMaster to Develop a Rehabilitation and Replacement Plan Amanda Lei - City of San Jose Alex Palmatier - HDR 2014 HDR, Inc., all rights reserved. Background Forecasting and Budget Data
More information1.3.2 Method of construction and restoration of existing water service connections. This shall include:
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
More informationREHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY IN NEWPORT, RHODE ISLAND
North American Society for Trenchless Technology (NASTT) No-Dig Show 2011 Washington, D.C. March 27-31, 2011 Paper A-5-04 REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY
More informationDUCTILE IRON PIPE FOR WASTEWATER APPLICATIONS
DUCTILE IRON PIPE FOR WASTEWATER APPLICATIONS DUCTILE IRON PIPE FOR WASTEWATER APPLICATIONS The 1972 AMENDMENTS to Public Law 92-500 (the Clean Water Act) established the federal government s largest domestic
More informationMcGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C.
McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C. 111 Wheatfield Drive, Suite 1 Milford, Pennsylvania 18337 (570) 296-2765 fax: (570) 296-2767 e-mail: mhepa@mhepc.com RICHARD D. McGOEY, P.E. (NY &
More informationLeakage Management & Control
Leakage Management & Control (An overview) Saroj Sharma April 2008 Delft, The Netherlands Contents Introduction Causes of leaks and benefits of leakage control Leakage management strategy Economic level
More informationMUNICIPAL WASTEWATER PUMP STATION DESIGN PROBLEMS AND SOLUTIONS
MUNICIPAL WASTEWATER PUMP STATION DESIGN PROBLEMS AND SOLUTIONS Presented at: WEFTEC 2006 Dallas, TX October 24, 2006 New England Water Environment Association Meeting Westford, MA September 12, 2006 Virginia
More informationSee Appendix A for additional information, or contact ASTM directly.
DEFINITIONS Wherever used in these specification guidelines, the following words and terms have the meanings indicated. AREAWAY: A paved surface, serving as an entry area to a basement or subsurface portion
More informationSECTION 603 SANITARY SEWER FORCE MAINS
SECTION 603 SANITARY SEWER FORCE MAINS 1. GENERAL Pipelines for sanitary sewer force main systems shall conform to the following specifications and shall be installed at the locations indicated on the
More informationSTANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS
STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for cleaning and lining existing cast iron and ductile iron water mains
More informationSEWER BACKUPS & BASEMENT FLOODING PREVENTATIVE SOLUTIONS FOR THE BUILDING OWNER
Village of Shorewood, Wisconsin SEWER BACKUPS & BASEMENT FLOODING PREVENTATIVE SOLUTIONS FOR THE BUILDING OWNER Prepared By: Thomas A. Zoulek, P.E., LEED A.P. Vice President Mid City Plumbing & Heating
More informationCCTV of Stormwater Systems. Cairns Regional Council. Commentary Guidelines #4037587
CCTV of Stormwater Systems Cairns Regional Council Commentary Guidelines Introduction Councils inherit assets through the donated asset process. In doing so, Councils immediately receive assets that are
More informationAPPENDIX J GAS DISTRIBUTION
APPENDIX J GAS DISTRIBUTION Ji Jii APPENDIX J GAS DISTRIBUTION NEIL G. THOMPSON, PH.D. 1 SUMMARY The natural gas distribution system includes 2,785,000 km (1,730,000 mi) of relatively small-diameter, low-pressure
More informationSpecial Specification 7021 Water Main and Sewer Line Replacements
Special Specification 7021 Water Main and Sewer Line Replacements 1. DESCRIPTION Furnish, install, or replace water pipe, water valves, water meters and boxes, water service connections, fire hydrant assemblies,
More informationThe Engineering Science of Oil Pipelines
The Engineering Science of Oil Pipelines From the Keystone XL pipeline project to spills and leaks in existing lines, pipelines are in the news. The SMCC has prepared this backgrounder on crude oil and
More informationDESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing
More informationCCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
More informationPROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY
PROVIDING THE SAFE CHOICE FOR UNDERGROUND PIPE RENEWAL, INTEGRITY MANAGEMENT AND ASSET RELIABILITY Cured-In-Place Pipe Pressure & Gravity Lines Pipe Splitting Trenchless Pipe Replacement EcoCast Advanced
More informationWater Transmission & Sewer Force Main Renewal 16 through 60
Water Transmission & Sewer Force Main Renewal 16 through 60 North American Operations 1973 S 91 st Street Milwaukee WI 53227 4700 N Pearl Street Jacksonville FL 32206 office 414.321.2247 fax 414.321.2297
More informationRelining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014
Relining of Water Mains with Flexible High Pressure Pipelines Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014 Aging water main infrastructure The American Society of Civil Engineers
More informationCITY OF BEVERLY RULES AND REGULATIONS - SEWER SYSTEM TESTING. General
General All sanitary sewers, manholes and force mains shall be acceptance tested, as hereinafter specified in the presence of a City representative. Acceptance testing shall be performed after backfilling
More informationLetty Arvide-Gomar, PE
Letty Arvide-Gomar, PE Outline DIP History and Applications Corrosion Issues Internal Cleaning Technologies Rehabilitation Options DIP History and Applications Corrosion Issues Internal Cleaning Technologies
More informationSpecifications for Residential Property Owners Connection to New Public Sewer
Specifications for Residential Property Owners Connection to New Public Sewer Spalding Tract property owners are required to connect to the community sewer system when construction is complete and the
More informationSPR PE Steel Reinforced Liner
ENGINEERED SOLUTIONS SPR PE Steel Reinforced Liner Reline Done Right Contech is your single source for rehabilitation of sanitary & storm sewers, culverts and bridges. Contech Engineered Solutions has
More informationAffordable Asset Management Workshop Making Use of the Data You Have An Owners Perspective
Affordable Asset Management Workshop Making Use of the Data You Have An Owners Perspective Building the Foundation for an Effective Asset Management Program Scott D. Kelly, P.E. Assistant City Administrator
More informationNIST Technology Showcase FutureScan
NIST Technology Showcase FutureScan Next-Generation Pipe Penetrating Radar for Sewer and Water Infrastructure Inspection Project NANB9H9009 An Example of a Catastrophic Void Impact of Floods, Earthquakes,
More informationSan Antonio, TX July 28, 2011
Rehabilitation of a Deteriorated 60 RCP Wastewater Interceptor Using Competing Trenchless Technologies Bruce Cole, PE Corey Anderson, EIT TAWWA/WEAT Summer Seminar San Antonio, TX July 28, 2011 Wendy Martinez,
More informationFEDERAL GOVERNMENT OVERSIGHT OF PIPELINE SAFETY
Operational Safety INTRODUCTION The Millennium Pipeline Company (Millennium) is proud of the key role it plays in New York s energy infrastructure. The Millennium Pipeline is a vital link in a system that
More informationWaste Collection Systems
Waste Collection Systems System Maintenance and Repair Maintenance and Repair Training Objectives To gain an understanding of: System Maintenance and Repair vocabulary System Maintenance and Repair techniques
More informationGreater Dublin Strategic Drainage Study Regional Drainage Policies - Volume 2 New Development
7 SPECIFICATIONS There is currently no Irish specification for construction of drainage works, or water supply works. There are several publications that give guidance on drainage works, such as the Building
More informationWater Main Lining A Sustainable Alternative to Open Cut Replacement
Water Main Lining A Sustainable Alternative to Open Cut Replacement Sean O Dell, PE Baxter & Woodman, Inc. B&W Client Seminar, Crystal Lake May 1, 2014 Agenda Why, What, When, Where, Who, How Reduction
More informationSMALL DIAMETER, MULTIPLE DATASET INSPECTION IN LOW FLOW AND LOW PRESSURE ENVIRONMENTS
WHITE PAPER 15-01 SMALL DIAMETER, MULTIPLE DATASET INSPECTION IN LOW FLOW AND LOW PRESSURE ENVIRONMENTS Chuck Harris T.D. WILLIAMSON HOUSTON, TEXAS Chuck.Harris@TDWilliamson.com Mark Graves WILLIAMS OKLAHOMA
More informationSewer Line Rehabilitation
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing sanitary sewers using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
More informationSECTION 3 SANITARY SEWER DESIGN
SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary
More informationCorrosion Control & Cathodic Protection for Water & Wastewater Systems
Corrosion Control & Cathodic Protection for Water & Wastewater Systems Presented By: James T Lary Corrpro Companies, Inc 1090 Enterprise Dr. Medina, OH 44256 Tel. 330-723 723-5082 (x1215) email: jlary@corrpro.com
More informationSection 402. STORM SEWERS
402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide
More informationSection 02415. Installation of pipe and casing for sanitary sewer by methods of augering.
ITY OF PRLN UGRING PIP OR SING FOR SWRS Section 02415 UGRING PIP OR SING FOR SWRS 1.0 G N R L 1.01 STION INLUS Installation of pipe and casing for sanitary sewer by methods of augering. References to Technical
More informationSetting Priorities for Stormwater Infrastructure to Achieve Best Results Using a Risk Analysis
Setting Priorities for Stormwater Infrastructure to Achieve Best Results Using a Risk Analysis Wayne Miles, PE Michael Sloop, PE Presented at 2014 APWA Water Resources Conference September 16, 2014Wayne
More informationPipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe
Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe As the Environmental Protection Agency tightens groundwater quality regulations, old leaking sewers lines made of pipe clay,
More informationModel Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer
Model Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer The user may choose to adopt part or all of this Model Specification; however, the user should ensure that all parts
More informationC. starting positive displacement pumps with the discharge valve closed.
KNOWLEDGE: K1.04 [3.4/3.6] P78 The possibility of water hammer in a liquid system is minimized by... A. maintaining temperature above the saturation temperature. B. starting centrifugal pumps with the
More informationModule 9: Basics of Pumps and Hydraulics Instructor Guide
Module 9: Basics of Pumps and Hydraulics Instructor Guide Activities for Unit 1 Basic Hydraulics Activity 1.1: Convert 45 psi to feet of head. 45 psis x 1 ft. = 103.8 ft 0.433 psi Activity 1.2: Determine
More informationSIDE SEWER CONDITION ASSESSMENT AND REPAIR RECOMMENDATIONS
SIDE SEWER CONDITION ASSESSMENT AND REPAIR RECOMMENDATIONS Introduction City of Tacoma property owners are responsible for the construction, maintenance and repair of private side sewers, which connect
More informationREPAIRS TO DAMAGED SEWERS
REPAIRS TO DAMAGED SEWERS A digout is the replacement of sewer or storm water pipes that are either broken or blocked due to tree roots, ground movement or ageing of pipes. When the use of high-pressure
More informationDEPARTMENT OF ENVIRONMENTAL QUALITY
PROJECT IDENTIFICATION DEPARTMENT OF ENVIRONMENTAL QUALITY City of Burton Sanitary Sewer Collection System Improvements State Revolving Fund (SRF) Environmental Assessment April 2015 Applicant: Authorized
More informationWATER & SEWER CORROSIVE RESISTANT PRODUCTS
WATER & SEWER CORROSIVE RESISTANT PRODUCTS The Standard of Excellence in the Industry CASING SPACERS COUPLINGS & FLANGE COUPLING ADAPTERS REPAIR CLAMPS DUCTILE IRON SADDLES STAINLESS STEEL SADDLES TAPPING
More informationAPCO SLOW CLOSING AIR/VACUUM VALVES
BULLETIN 1 JULY 01 APCO SLOW CLOSING AIR/VACUUM VALVES Series 1900 APCO Slow Closing Air/Vacuum s Maximum Air Flow Velocity in Good Pipeline Design The Air/Vacuum operates in the normal fashion allowing
More informationSANITARY GRAVITY SEWER LINE TESTING. B. Section 02732 CCTV Inspection of Gravity Sewer Lines
PART 1 GENERAL 1.1 SECTION INCLUDES A. Low Pressure Air Test B. Deflection Test 1.2 RELATED SECTIONS A. Section 02730 Sanitary Gravity Sewer Lines B. Section 02732 CCTV Inspection of Gravity Sewer Lines
More informationATTACHMENT 3: SPECIFICATION FOR SEWER CLEANING
ATTACHMENT 3: SPECIFICATION FOR SEWER CLEANING 1.0 General 1.1 The work covered by this section consists of providing all labor, equipment, material and supplies, insurance, accessories, tools, transportation,
More information2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS
2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS Water system improvements proposed for inclusion into Western s service area shall be designed in accordance with all appropriate AWWA standards, include
More informationSECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL. 1.01 Testing - General
SECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL 1.01 Testing - General Testing shall be of the type and frequency described in each section and summarized in Item 1 of this section. In addition to
More informationExecutive Summary. Introduction
Executive Summary Modern societies base their economic prosperity on a standard of living which includes a complex network of infrastructure, both above and below ground. Quality drinking water brought
More informationUsers Guide. By Dr. Don J. Wood Dr. Srinivasa Lingireddy. Featuring the Surge Wizard
Users Guide By Dr. Don J. Wood Dr. Srinivasa Lingireddy Featuring the Surge Wizard Copyrighted KYPIPE LLC 2010 1 EPASurge Users Guide Overview EPASurge is a powerful transient analysis program designed
More informationBeacon Hill Sewer District Standard Specifications
Beacon Hill Sewer District Standard Specifications Residential Gravity Side Sewer Including Design Criteria and Standard Construction Drawings Residential Gravity Side Sewer Design Criteria 1. Provisions
More information12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA.
Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. 1 Pipe Bursting A Mature and Diverse Trenchless Technology December 10, 2014 1:00 3:00 pm Eastern How to Participate Today
More information