Municipal Infrastructure Lining and Rehabilitation Snyder Manhole Rehabilitation.pdf100% Solids...
Transcript of Municipal Infrastructure Lining and Rehabilitation Snyder Manhole Rehabilitation.pdf100% Solids...
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Municipal Infrastructure Lining and Rehabilitation
Presented by
Bruce Snyder
Business Development Manager
Water and Wastewater
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Agenda
• Deterioration within the manhole structures
• Chemical Grouts for stopping inflow and infiltration
• Cementitious Liners
• Chemical resistant coatings
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Causes of Deterioration in Manhole Structures
• Structural fatigue
• Acid attack (MIC)
• Corrosive gases (H2S)
• Old age
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Why Accelerated Corrosion?
Prior to the Clean Water Act of 1972,
H2S concentrations were below 10 ppm
in most municipal systems. The result
was very gradual acid attack to concrete and
metals. As a result, thin film systems (<25m)
such as coal tar epoxy provided effective
protection for 10-15 years.
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Following the amendment of the Clean
Water Act of 1980, industrial pretreatment of
wastewater effluent to eliminate or reduce
the presence of heavy metals (lead,
mercury, cadmium) was mandated. Prior to
1980, these metals killed or retarded the
growth of bacteria.
Why Accelerated Corrosion?
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Consequently, H2S has risen to levels as high as several hundred ppm, averaging over 30 ppm in collection piping, manholes and tanks. H2SO4 concentrations have risen from solutions of 1.5% to as high as 7%, resulting in pH ranges found to be as low as 1.5-2.5, and often less than 1.0 !
Why Accelerated Corrosion?
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Microbial Induced Concrete Corrosion
PHASE I
• Sulfur reducing bacteria (SRB) break down sulfates in the waste stream and produce hydrogen sulfide (H2 S) and carbon dioxide (CO2).
PHASE II
• 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) attach to the surface as
sulfates are produced.
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Microbial Induced Concrete Corrosion
PHASE III
• 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
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Why Stop Infiltration?
• 25-30% of infiltration and 70% of inflow in sanitary sewer collection systems comes from the manhole.
– Stops unnecessary treatment of ground water.
– Stops infiltration that is detrimental to a corrosion protection systems service life.
– Extends the life of the structure.
– Stops sink holes from occurring.
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Chemical Grouts
• 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**
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Polyurethane’s
Polyurethane Chemical Grouts are broken in to three categories.
1.Hydrophobic
2.Hydrophilic
3.Multi Component
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Hydrophilic & Hydrophobic
Hydrophilic
• Flexible
• Resin only
• Great Bond
• Absorbs Water
• Medium to High Shrinkage
• Medium Expansion (brick)
• Foam or Gel
Hydrophobic
• Rigid and Flexible
• Resin + Catalyst
• Good Bond
• Repeals Water
• Low Shrinkage
• High Expansion
• Adjustable Set Times
• Foam
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Manhole Rehabilitation Market
• Past – Cheap Fix - Temporary, i.e. Gunite, Patch & Go
• Present –Multitude of Technologies - Linings, PVC, etc.
• Future –Work will be done upfront – Long term
solutions, new construction to be lined prior to installation
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Microsilica/Fumed Silica Mortars
Advantages
1. Tighter matrix – lower permeability
2. Chemical resistant
3. Drive water off faster than pure portland
4. Lower cost than Calcium Aluminate
Limitations
1. Susceptible to MIC
2. Longer overcoat time than Calcium Aluminate Mortar
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Microsilica Application
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Microsilica Application
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Microsilica Application
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Calcium Aluminate Mortars
Two types available in the market.
Pure Calcium Aluminate Mortar
Binder or paste are calcium aluminate as well as the aggregate.
Calcium Aluminate Mortar
Binder or paste are calcium aluminate and the aggregate is typically silicon dioxide (Silica Sand)
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Calcium Aluminate Mortar
Advantages
1. With stands MIC longer than portland based materials
2. Faster set times (Typically 4-24 hours)
3. Can be used as a standalone liner
Limitations
1. Susceptible to MIC, but at a reduced rate.
2. Cost
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Chemical Resistant Coatings
• Epoxy, Polyurethane and Polyurea
– Provide excellent infiltration barrier
– Longer useful life than cementitious coatings
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100% Solids Epoxy Coating • An Amine Cured, Chemical Resistant, 100% Solids, Epoxy
Coating.
• Resistant to hydrogen sulfide gas, carbon dioxide gas and microbiologically induced corrosion by sulfuric acid formation.
• High Build Capabilities – Traditional installed at 60-125 mils DFT in one coat un reinforced and up to 250 mils with aggregate addition.
• Drawback of epoxy technology is the limited flexibility within the system
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Polyurethane/Polyurea Coating • 100% solids polyurethane/polyurea coating have excellent
flexibility, impact, tear and abrasion resistance.
• Resistant to hydrogen sulfide gas, carbon dioxide gas and microbiologically induced corrosion and sulfuric acid formation.
• Fast cure and short downtime
• High Build Capabilities – Traditional installed at 80-125 mils DFT in one coat.
• Used as a total monolithic liner or chimney seal
• Drawback of polyurea/polyurethane technology is the sensitivity to moisture.
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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
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Questions? Bruce Snyder
Sherwin-Williams Company
11350 Alameda Dr
Strongsville, Ohio 44149
216.533.4472
440.846.1701 fax
www.sherwin-williams.com/protective