Wet Well Refurbishment, Norfolk

THE PROBLEM

The existing tank lining in the wet had broken down, allowing the concrete structure to be attacked and broken down by hydrogen sulphide/biogenic sulphuric acid

How does hydrogen sulphide attack concrete?

Hydrogen sulfide (H₂S) attacks concrete primarily through a chemical process known as microbial-induced concrete corrosion (MIC), or more specifically, sulfuric acid attack. This problem is especially prevalent in environments such as wastewater treatment plants, sewers, and other systems where hydrogen sulfide gas can be generated. Here’s how the process works in detail:

  1. Production of Hydrogen Sulfide (H₂S)

In environments where organic matter decomposes anaerobically (in the absence of oxygen), sulfate-reducing bacteria (e.g., Desulfovibrio) convert sulfates present in wastewater into hydrogen sulfide gas. This gas can accumulate in sewer systems or treatment tanks, often under stagnant or low-oxygen conditions.

  1. H₂S Gas Rises and Reacts with Water

Hydrogen sulfide is a gas that, when it comes into contact with moisture or water, can dissolve and form sulfurous acid (H₂SO₃). This weak acid in itself is not very aggressive, but it’s a precursor to a more harmful process.

  1. Bacterial Conversion of H₂S into Sulfuric Acid (H₂SO₄)

Certain aerobic bacteria (e.g., Thiobacillus species) thrive in environments where hydrogen sulfide is present. These bacteria, which are found on the damp surfaces of the sewer, convert hydrogen sulfide gas into sulfuric acid (H₂SO₄) in the presence of oxygen. This occurs in the upper parts of sewer pipes, manholes, and other infrastructure exposed to H₂S.

  1. Sulfuric Acid (H₂SO₄) Attacks the Concrete

Once sulfuric acid is formed, it reacts aggressively with the calcium compounds in concrete. Concrete is primarily made of calcium hydroxide (Ca(OH)₂), which is highly alkaline and provides the concrete’s durability and resistance. Sulfuric acid reacts with calcium hydroxide and other cementitious materials, forming calcium sulfate (gypsum), a weak, brittle material, and other byproducts like ettringite. These chemical reactions weaken the concrete over time.

Key Reactions:

  • Sulfuric acid reacts with calcium hydroxide: H2SO4+Ca(OH)2→CaSO4(gypsum)+2H2OH₂SO₄ + Ca(OH)₂ \rightarrow CaSO₄ (gypsum) + 2H₂OH2​SO4​+Ca(OH)2​→CaSO4​(gypsum)+2H2​O
  • Formation of Ettringite: When calcium sulfate (gypsum) reacts with hydrated aluminate phases in the cement, it forms ettringite, a bulky crystal that expands and causes internal stress within the concrete. This further weakens the structure.
  1. Physical Deterioration of Concrete

The formation of gypsum and ettringite causes the concrete to become soft, brittle, and porous. As the sulfuric acid continues to erode the cement matrix, the concrete starts to crack, spall, and lose its structural integrity. Over time, this leads to severe surface deterioration, loss of strength, and eventually structural failure if left unchecked.

  1. Other Contributing Factors
  • Environmental conditions: Areas with poor ventilation or stagnant water promote higher concentrations of H₂S, accelerating the attack.
  • pH of concrete: Acidic environments lower the pH of the concrete, making it more vulnerable to attack. Normally, concrete’s alkaline nature protects it from corrosion, but sulfuric acid lowers the pH significantly.
  • Moisture: The presence of water is critical as it facilitates the dissolution of H₂S and subsequent acid formation. Wet-dry cycles can worsen the damage.

Summary of Effects:

  • Surface degradation: Concrete surfaces become rough and eroded.
  • Structural weakening: Over time, concrete loses its load-bearing capacity.
  • Cracking and spalling: The internal stresses from gypsum and ettringite formation cause cracking.
  • Increased porosity: The cement matrix becomes porous, accelerating further damage.

Conclusion:

Hydrogen sulfide attacks concrete through a chain of biochemical and chemical reactions that lead to the formation of sulfuric acid. This acid severely degrades the calcium compounds in the concrete, causing a reduction in strength and eventual structural failure. Effective mitigation strategies involve improving ventilation, using acid-resistant materials, and applying protective coatings to prevent hydrogen sulfide from coming into contact with the concrete.

THE SOLUTION

We proposed the removal of the existing linings and the application of Sikagard M790 – a highly chemical resistant, crack bridging and vapor permeable tank lining.

Being vapor permeable this tank lining has been specifically designed with below ground structures such as wet wells in mind as ground water can lead to osmotic blistering and tank lining failure with vapor impermeable tank linings.

When repairing degraded concrete structures it is best practice in line with EN1504 to test for contaminants such as chlorides and sulfates. Unfortunately in this instance this was not possible as to gain access to the wet well costly over pumping had to be installed and our client required this to be in place for as short a duration as possible to minimise environmental risk.

Initially the existing coatings and degraded concrete were removed by method of abrasive blasting.

Wet Well Tank Lining 05

Defects in the concrete were made good using Sika Concrete Repair materials and a cementitious fairing coat applied throughout the wet well in preparation for the new tank lining.

Because Sikagard P770 primer can be applied to substrates with unlimited moisture content the hydration time following the concrete repairs was minimal.

As part of our standard quality assurance climatic monitoring was undertaken to ensure compliance with the manufacturers recommendations.

Sikagard M790 was then applied in two coats of contrasting colour as per good tank lining practice. Each coat was applied to a nominal thickness of 500 microns, checked during application using wet film thickness combs

As part our standard quality assurance the cured lining was checked for pin holing using a DC Holiday spark tester. In an aggressive environment such as a wet well, a single pin hole in a tank lining will allow aggressive chemicals to reach the substrate and degradation commence again.

Any pin holes found were made good using the same tank lining material applied by brush.