Sewer Infrastructure Rehabilitation

Slides:



Advertisements
Similar presentations
Delamination Abdullah AL-Mohaimmeed Definition The act of splitting or separating a laminate into layers. The act of splitting or separating a.
Advertisements

Civil Engineering Materials
NeoPoxy 50-Year Design Life Structures Using Traditional Materials
The Miracle Coating! Polycoat 750D What is it?.
Part – 1 Introduction Corrosion in concrete for wastewater facilities and conveyance systems is generally caused by chemical and microbiological attack.
Subfloor Evaluation Prior to Installation Understanding the science of concrete slabs prior to installation of moisture sensitive floor covering materials.
Polymer Floor & Wall Coatings: Selection, Preparation, Installation and Troubleshooting.
Neptune Research Inc. Introduction For more than 25 years, Neptune Research Inc. has focused its strategic research initiatives on the development, manufacturing.
CE-303-Lecture #1 Fundamentals of Concrete Objectives To explain the basic concepts of concrete To explain briefly the properties of freshly mixed concrete.
Hardened Concrete Properties u Strength u compressive strength psi u tensile strength psi u flexural strength u compression >> tension.
Curing and Protection of Concrete
Ed McLean Central US Engineer and Sales Manager CTS Cement Manufacturing.
L&M Construction Chemicals Concrete Basics
Kevin Morris Market Director of Water and Wastewater The Sherwin-Williams Company.
Wastewater Infrastructure
Cutting Edge Solutions Using Advanced Self Leveling Materials ICRI National Convention April 14, 2010.
Lecture No. 8 Tests on Aggregates (cont.) Prepared by: Dr. Salah Al-Dulaijan.
Protection Of Reinforcement Steel From Corrosion Prepared By: Mohamed A. El-Reedy, Ph. D. © Dr. Mohamed A. El-Reedy.
New Options for Coating Water and Wastewater Treatment Plants Presented by Bruce Snyder Business Development Manager Water and Wastewater.
International Building Solutions Pty.Ltd Is proud to present.
Masonry Cement and Mortar
Introduction to Concrete
NeoPoxy 50-Year Design Life Structures Using Traditional Materials An engineering design guide for economical long-life rehabilitation construction and.
Concrete Tanks and Distribution Boxes: Watertightness and Corrosion Claude Goguen, PE Director of Technical Services National Precast Concrete Association.
Lecture #3: Aggregate Moisture and Physical Characteristics.
What is Liquid Rubber? An asphalt emulsion coating engineered to provide exceptional adhesive, elastic & protective properties An asphalt emulsion coating.
Corrosion & Associated Degradation
Sanitary Engineering Lecture 16
Coatings & Lining for Underground Infrastructure.
Ag.Mechanics Pd. 2,4,5,6.  Name what the two aggregates are in the cement mixture.  What 3 things make up the cement mixture.
ICRI Fall 2011 Convention John Weisbarth- The Euclid Chemical Co. Mick Honek- Geotechniques Inc. Current Methods and Technologies for Repairing Concrete.
OPTIMUM COATING SOLUTIONS OPTEK PRODUCTS CEMETITIOUS COATINGS AND ADDITIVES Brief overveiw.
Designing an Internal Corrosion Program NACE Eastern Area Conference Roy D. Fultineer Jr.
REPAIR MANUAL Dr. Mohammed Maslehuddin Research Institute
1Furmanite Confidential - 1/9/04 Motor and Pump Base Foundational Repair.
Silicoat Ltd. Presented By: Silicoat Ltd. 14,Shantadurga Housing Colony, Near KTC Bus Stand, Ponda Goa.India Ph; & Cell:
Presented by: Peter Emmons,
CORROSION:- TYPES EFFECTS & PREVENTION PRESENTED BY: GAUTAM AHUJA
Polyurea Technology Overview
BondChem TECHNICAL DATA Roll-a-crete ( Three Component Cementitious Waterproof Coating ) Page 1 / 2. DESCRIPTION BondChem’s Roll-a-crete is a three component.
TEAM: FIBREX Waterproofing Coating. Introduction  The ASTM Standard defines it is a treatment of a surface to prevent the passage of water under hydrostatic.
Design of Concrete Structure I Dr. Ali Tayeh First Semester 2009 Dr. Ali Tayeh First Semester 2009.
WATERTIGHT STORMWATER SYSTEMS CREATED BY USING FLEXIBLE CONNECTORS USING FLEXIBLE CONNECTORS.
I N D U S T R I A L P R O D U C T S A N D S E R V I C E S ARC Commercial Water The Need for Coatings in Commercial Water.
Advances in Polyurethane and Polyurea Technology Presented by: Jayson L. Helsel, P.E. KTA-Tator, Inc.
BILBOND H 4545 Formerly Bhavi International Ltd.
1.Initial setting time of cement:  40 to 60min  30 to 60min  15 to 60min  35 to 60min.
DESTRUCTIVE TEST METHODS OF HARDENED CONCRETE
Concrete Repair presented by: Amirhossein Jodeiri Mapua Institute Of Tecnology.
Hardened Concrete Properties
Concrete Repair.
Service Environment- What Coating Should I Use?
How long will your concrete bridge last?
UNIT: 6 STRENGTHENING OF STRUCTURES. 1. Jacketing  primarily applicable to the repair of deteriorated columns, piers and piles  Jacketing consists of.
CHAPTER 2 Pipeline Coatings.
METHODS OF CRACK REPAIRS
Municipal Wastewater Infrastructure Rehabilitation
What is an on-lot sewage system?
WATER MAIN REHABILITATION
Hardened Concrete Properties
REINFORCED CEMENT CONCRETE
REINFORCED CEMENT CONCRETE
How long will your concrete bridge last?
UNDERSTANDING VINYL ESTER AND EPOXY TANK LINING PROPERTIES FOR THE POWER INDUSTRY: TIPS FOR OWNERS
PAVEMENTS CEE 320 Steve Muench.
Introduction to Pavement Design
BIMETALLIC CORROSION WORKSHOP
Corrosion & Associated Degradation
Pavement Structural Analysis
Presentation transcript:

Sewer Infrastructure Rehabilitation Kevin Morris Market Director Water & Wastewater

Learning Objectives Causes of Deterioration of Concrete in Municipal Infrastructure Stopping Inflow & Infiltration Structural Rehabilitation Materials Chemical Resistant Coatings and Linings

Causes of Deterioration Structural Fatigue Corrosive Gases Microbial Induced Corrosion (MIC) Old Age

Causes of Deterioration Structural Fatigue Caused by: Traffic Loading Freeze/Thaw Cycling Soil Movement Erosion or Cavitation

Causes of Deterioration Corrosive Gases Hydrogen Sulfide – H2S Corrosive to metal and concrete Reduces the pH level Converts to sulfuric acid when it comes in contact with Sulfur Reducing Bacteria (SRB’s)

Causes of Deterioration Corrosive Gases Carbon Dioxide Slow deterioration of the substrate Naturally occurring Acts to reduce pH of the substrate Carbonated concrete

Causes of Deterioration Microbial Induced Corrosion (Four Phases) Phase 1 Sulfur reducing bacteria (SRB) break down sulfates in the waste stream and produce hydrogen sulfide (H2 S) and carbon dioxide CO2.

Causes of Deterioration Microbial Induced Corrosion Phase 2 The acidic gases H2S and CO2 act to reduce the pH of concrete from approximately 12 to as low as 9. Sulfur oxidizing bacteria (SOB’s) attach to the surface as sulfates are produced.

Causes of Deterioration Microbial Induced Corrosion Phase 3 The SOB’s are known as Thiobacillus Thioxidans. They consume H2S and discharge sulfuric acid H2SO4 The pH continues to drop and microbial growth accelerates creating more H2SO4

Causes of Deterioration Microbial Induced Corrosion Phase 4 – Final Phase Acid attack of the concrete creates a layer of gypsum (calcium sulfate). As organisms reproduce additional acid is produced. Eventual structural failure

Stopping Inflow & Infiltration Purpose: Lower the cost of wastewater being treated at the plant. Lower the cost of equipment maintenance associated with abrasive soils in the waste stream. Protect the environment for Sanitary Sewer Overflows (SSO’s) or Combined Sewer Overflows (Cso’s)

Stopping Inflow & Infiltration Process Treated through trenchless technology applications Utilizing polyurethane grout injection

Stopping Inflow & Infiltration Why should you use polyurethane grouts? Lowest cost permanent repair procedure. Little disruption to the community. Grouting seals leaks and fills voids. Can be performed in house or contracted out.

Stopping Inflow & Infiltration Grouting is a Non Structural repair, if the manhole/pipe are in good sound condition grouting is all that is needed to seal leaks, fill voids, extend the structures life, lower repair costs. Grouting, in many cases, may be needed to stop infiltration prior to the application of coatings and linings.

Stopping Inflow & Infiltration Possible Applications Leak Repairs Manholes, Storm Sewers, Treatment Plant Tanks,Tunnels, Box Culverts, Dams, Seawalls & Pipe joints. Stabilization Manholes, Roadways, Seawalls , Pipe lines &Tank Slabs.

Stopping Inflow & Infiltration Chemical Grouts are broken down into 4 basic categories. 1. Acrylamide 2. Acrylate 3. Acrylic 4. Polyurethane **Acrylamide and Acrylate grouts are the primary chemical grouts used for Mainline sewer grouting**

Stopping Inflow & Infiltration Polyurethane Chemical Grouts are broken in to two categories. 1. Hydrophobic 2. Hydrophilic

Stopping Inflow & Infiltration Hydrophilic Resins Flexible Resin only Great Bond Absorbs Water Medium to High Shrinkage Medium Expansion Foam or Gel Hydrophobic Resins Rigid and Flexible Resin + Catalyst Good Bond Repeals Water Low Shrinkage High Expansion Adjustable Set Times Foam

Typical Problems Grouting Leaks in main line pipes can Here are four products designed to solve problems in Manholes: Polyurethane foam A flexible Polyurethane for cracks and pipe penetration. Hydrophobic: A Polyurethane capable of shutting off gushing leaks and f filling voids. Gel : A Polyurethane gel that will seal leaks and stop infiltration through the walls. OAKUM: A dry jute rope when soaked in Polyurethane is capable of filling large cracks. Grouting Leaks in main line pipes can easily be accomplished using Acrylates or Acrylamide grouts.

Using Oakum Apply Oakum in Joint Soak Oakum In Resin Dip Oakum with Resin in Water

Insertion of Wall Spear

Insertion of Ports

Shutting Off High Flow Leaks

Complete encapsulation

Structural Rehabilitation Materials Cementitious Repair Mortars Portland Cement with Admixtures or Calcium Aluminates Sprayed or trowel applied New product mixes allow radial spray with no entry into manhole Will degrade as the original surface did

Structural Rehabilitation Materials Portland Cement This is the most commonly used cement during the precasting and/or cast-in-place production of today’s wastewater components. Relatively Inexpensive Easily Located Susceptible to MIC Long cure times before topcoating

Structural Rehabilitation Materials Microsilica Repair Mortars Microsilica repair mortars utilize portland cement to create the cement paste but also contain a fumed silica admixture to create a more dense substrate. Chemical Resistant / Lower Permeability Can be used as a stand alone liner in a mild H2S environments. Faster cure times for topcoating Susceptible to MIC Lower cost than Calcium Aluminate Mortars

Structural Rehabilitation Materials Calcium Aluminate Repair Mortars There are two common types of calcium aluminate mortar commercially available today. Pure Calcium Aluminate Mortars Where the aggregate is a coarsely ground version of the cement dust Calcium Aluminate Mortars Where the aggregate is silica sand

Structural Rehabilitation Materials Calcium Aluminate Repair Mortars Multiple manufacturers in the U.S. The principle behind Calcium Aluminates is that they maintain a higher pH that prevents they colonization of the Thiobacillus bacteria. The paste will erode exposing the chemically inert silica sand. Eventually the sand will fall out of the surface of the repair mortar*.

Structural Rehabilitation Materials Calcium Aluminate Repair Mortars Available from only 3 manufacturers in the U.S. The principle behind Calcium Aluminates is that they maintain a higher pH that prevents they colonization of the Thiobacillus bacteria. The paste will erode at the same rate as the aggregate*.

Structural Rehabilitation Materials Pure or Fused Vs. Calcium Aluminate Mortars In a test conducted in Germany to replicate an 8-year service life in a sewer system the weight loss difference between these 2 products was approximately 1%. Contributed to the previous statements marked with an*.

Structural Rehabilitation Materials Calcium Aluminate Mortars Offer an improved life cycle over other repair mortars Fastest cure time for topcoating Require humidity to properly cure Susceptible to MIC but a reduced rate Can be used as a stand alone liner in moderate H2S environments.

Chemical Resistant Coatings & Linings Protect the surrounding environment Provide a longer life cycle for the substrate they are protecting Provide an excellent infiltration barrier Available chemistries include: Epoxy Polyurethane Polyurea

Chemical Resistant Coatings & Linings Epoxy Coating and Linings Epoxy coatings have been the industry standard since municipalities began lining manholes and provide performance properties that will satisfy the requirements of many rehabilitation projects. Epoxies are not the cure or fix for every situation and should be considered based on the structure, location, use, and environment during application.

Epoxy Coatings & Linings Pros Moisture tolerance High film builds High strength Low/No Odor Chemical Resistance Variable formulations Epoxy Resins “Hot Pot” Spray Plural Component Spray Epoxy Mortars Hand trowel Cons Rigid films Subject to Blush Exothermic Reaction could cause microfracturing

Chemical Resistant Coatings & Linings Polyurethane Coating and Linings Polyurethane chemistries have gained market acceptance over the last several years. This generic chemistry offers the greatest flexibility of formulation to fit the desired needs of the end user and excellent chemical resistance.

Polyurethane Coatings & Linings Cons Do not tolerate moisture well during application or initial cure Plural Component Spray May require a primer Pros Flexibility of formulation Flexible Rigid Hand Applied Repair Grades Improved elongation Fast cure times Abrasion Resistance High film builds Abrasion Resistance – 106 mg loss; Tensile Strength – 1,988 psi; 20% Sulfuric Acid – No Effect; Elongation 47% Recoverable

Chemical Resistant Coatings & Linings Polyurea Coating and Linings Polyurea or Hybrid Polyurea chemistries are the newest technologies to have gained market acceptance. This technology may be one of the most difficult for an end user to evaluate due to the formulation variances. These variances can effect performance and chemical resistance.

Polyurea/Hybrid Polyurea Coatings & Linings Cons Do not tolerate moisture well during application or initial cure Plural Component direct impingement application Chemical resistance High tensile strength Primer may be required Pros Fast dry times High film builds Used for linings and chimney seals Physical Toughness Excellent Abrasion resistance Elongation Abrasion Resistance – 6 mg loss; Tensile Strength – 3,000 psi; Elongation – 425 psi; Tear Strength 495 pli; 20% Sulfuric Acid – No Effect Application – Only suitable for large structures unless applied through ROI equipment

Inspection and Holiday Inspection Required to test liner for discontinuity Moisture in substrate sufficient for reading High Voltage – > 20.0 DFT 100 volts per dry mil

Polyurethane Elastomer Installation Spark Testing Polyurethane Elastomer Installation For manhole rehab. This photo shows the tester grounded to the cast and moving the wire brush across the surface looking for pinholes or holidays. If a pinhole or holiday is present a spark will appear. These areas are then marked for repair.

Summary There are numerous products and methods available for the lining and rehabilitation of sewer infrastructure. Physical performance characteristics vary greatly across the numerous chemistries. Products should be selected based on the needs of the end user. Uniform monolithic films aid in prevention of chemical attack.

Thank You