THE PROBLEM
The wet well had a failed polyurea tank lining that had debonded from the substrate to such an extent that it was risking disrupting the proper function of the wet well.
The wet well had a failed polyurea tank lining that had debonded from the substrate to such an extent that it was risking disrupting the proper function of the wet well.
A wet well is a component of a pumping station in water, wastewater, or stormwater systems. It serves as a holding chamber for liquids before they are pumped out to a treatment facility or another part of the system. Wet wells are commonly used in sewage and drainage systems, as well as in industrial settings.
Key features of a wet well:
Common uses:
In summary, a wet well acts as a temporary storage area for liquids and works in conjunction with pumps to control liquid flow in systems that rely on hydraulic management.
Being a below ground structure we suspected that the cause of the failure was ground water pressure against the bonded face of the lining, possibly combined with poor application.
Why does ground wate cause tank linings to fail?
Groundwater can cause tank linings to fail for several reasons, primarily related to pressure, chemical interactions, and moisture intrusion. Here’s a detailed explanation of how groundwater contributes to tank lining failure:
When a tank is buried or partially underground, groundwater exerts hydrostatic pressure on the tank walls and the lining. This pressure can be significant, especially if the groundwater table is high. Over time, this pressure can cause:
Osmosis occurs when water permeates through a semi-permeable membrane (in this case, the tank lining) due to differences in solute concentrations. Even if the tank lining is designed to be waterproof, small imperfections or pinholes can allow moisture to seep through from the outside. This process can cause:
Groundwater often contains various dissolved chemicals, including salts, acids, or other contaminants, depending on the environment. These chemicals can react with the materials used in the tank lining and cause:
In regions where groundwater freezes and thaws seasonally, this can exert additional stress on tank linings. When water in the ground freezes, it expands, increasing pressure on the tank structure and its lining. The repeated expansion and contraction during freeze-thaw cycles can cause:
Capillary action occurs when groundwater seeps upwards through tiny cracks or pores in a tank’s structure. This moisture can be drawn into the lining material or through seams and joints. Over time, this wicking action can:
In some cases, groundwater can introduce bacteria or other microorganisms that promote Microbial Induced Corrosion (MIC). Certain bacteria can produce corrosive by-products like sulfuric acid, which can attack both the lining and the tank’s structural materials, leading to premature failure.
Preventative Measures:
To mitigate the risk of tank lining failure due to groundwater, several strategies can be used:
In summary, groundwater can compromise tank linings through mechanisms like pressure-induced stress, moisture intrusion, chemical reactions, and environmental conditions like freeze-thaw cycles. Understanding these risks helps in selecting appropriate materials and implementing design measures to prevent failure.
As suspected we found various points of ground water ingress into the wet well. These had to be resolved prior to the application of the tank lining.
This was undertaken using Sika Injection 107, a single component slightly flexible foaming polyurethane injection resin that seals cracks and fills voids.
For the wet well tank lining we proposed the application of Sikagard M790. This product offers the following benefits;
As part of our standard quality assurance climatic monitoring was undertaken to ensure compliance with the manufacturers recommendations.
Following the application of the third layer of the tank lining system it was tested for porosity using a DC holiday spark tester. In an aggressive waste water environment a single pin hole is a point of failure.
Any breaks/holidays in the tank lining identified were made good using the same material applied by brush, with additional thixotrope added if required.