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At SANKOFA, we are experienced in undertaking dam liner installation projects; and possess well-honed knowledge and engineering expertise in design, supply, and installation of different types of geomembrane dam liners for various containment projects.
Selecting the right type and thickness of geomembrane dam liner is more than just a technical decision; it is a strategic investment in the longevity and success of your project. With a wide range of options available, understanding the nuances of thickness, tensile strength, cost, chemical resistance, UV resistance, and installation requirements is essential. This guide dives deep into the factors that matter most, helping you make a choice that is as unique as your project.

In order to guarantee an informed decision, a plethora of factors must be meticulously considered, ranging from environmental conditions, expected longevity, regulatory compliance, chemical resistance, durability, flexibility, cost considerations, and project needs. In making this dam liner selection and investment decision, the selection process always involves tradeoffs. Understanding these differences is key to specifying the right dam liner material for your project’s performance and budget needs. A thicker geomembrane dam liner is not universally superior; it excels in some areas but is less optimal in others i.e. excellent in puncture resistance, tensile strength, and chemical resistance, but poor in flexibility or ease of installation, material cost, and transportation costs. If the design engineer over specifies, the project owner ends up paying a premium for dam liner material, transport, and installation labor; all for performance benefits they will never use.
Dam liners are selected based on several mechanical and engineering properties they exhibit, which help establish their suitability for use or non-conformance for use depending on project specific requirements, or according to the existing environmental guidelines and standards. Briefly, these properties include;
Thickness: Dam liners are available in a range of thicknesses. Thickness of the dam liner is selected based on factors such as hydraulic head, the potential for puncture or abrasion, and the expected lifespan of the installation.
Tensile strength: This refers to the maximum stress a geomembrane dam liner can withstand without breaking when subjected to tension or pulling forces. It is typically measured in units of force per unit area such as pounds per square inch (PSI), or kilopascals (kPa). Higher tensile strength indicates greater resistance to stretching or tearing.
Tear resistance: This is the ability of a geomembrane dam liner to resist the propagation of tears or punctures when subjected to mechanical forces. It is often measured in units such as Newtons (N). A higher tear resistance indicates greater durability and resistance to damage.
Puncture resistance: This refers to the ability of a geomembrane to withstand penetration by sharp objects or debris without puncturing or tearing. It is typically measured in units as Newtons (N). High puncture resistance is essential for applications where the geomembrane dam liner may be exposed to potential puncture hazards.
Flexibility and elongation: This refers to the ability of a geomembrane dam liner to conform to the contours of the substrate and accommodate movements without cracking or splitting. These properties are often expressed as a percentage of elongation at break or elongation at yield.
Chemical resistance: Geomembrane dam liners may be exposed to various chemicals including acids, alkalis, and hydrocarbons, depending on the application. It is essential to select a geomembrane dam liner material that offers adequate resistance to the specific chemicals present in the environment to prevent degradation or failure.
UV resistance: UV resistance is important for geomembrane dam liners installed in outdoor applications exposed to sunlight. UV treated dam liner is slow to degradation by the sun during external use.
Seam strength: For installations requiring multiple geomembrane dam liner panels to be seamed together, the strength of seams is critical to the overall integrity of the dam liner system. Seam strength is typically evaluated through testing methods such as shear testing.
Generally, critical mechanical properties such as puncture resistance, tensile strength, and tear resistance increase proportionally with dam liner thickness. However, an optimal thickness is a carefully calculated balance of several site-specific factors.
There are several types of dam liners, each exhibiting different properties. These include;
The prices of dam liners vary greatly, based on several factors such as;
While prices for different gauge thicknesses for HDPE dam liners vary greatly, the average prices per square metre for common smooth HDPE dam liners in Uganda are as per the summary below;
The costs above are exclusive of delivery costs and installation costs, as these depend on the distance of one’s site from the supplier; the containment area size, dimensions, and dam liner width, which determine transport and dam liner welding costs respectively.
Mining applications: Dam liners are utilized in mining operations for applications such as heap leach pads, tailings impoundments, and acid mine drainage (AMD) containment. They help to contain and control the movement of potentially harmful substances such as leachate and acidic runoff, thus minimizing environmental impact.
Landfills: Dam liners are used for lining municipal landfills to prevent leachate (liquid that has passed through waste) from contaminating the surrounding soil and groundwater. They are installed at the base of the landfill and sometimes on the sides of the wall, creating a barrier that prevents the escape of pollutants.
Aquaculture: Dam liners are used in aquaculture operations for lining fishponds, shrimp ponds, and other aquatic enclosures. They help to maintain water levels and prevent seepage, ensuring a controlled environment for fish and other aquatic organisms.
Pond and lagoon liners: Dam liners are used to line ponds, waste lagoons, and irrigation reservoirs to prevent seepage and leakage. They create a barrier that retains water or waste and prevents it from infiltration into the surrounding soil or aquifers.
Waterproofing: Dam liners are used for waterproofing applications in various civil engineering projects such as tunnels, underground structures, and foundation walls. They provide a durable impermeable barrier that protects against infiltration and helps to prevent structural damage and deterioration.
Secondary containments: Dam liners are used in secondary containment systems to prevent leaks and spills from hazardous waste storage facilities, chemical storage areas, and industrial sites. They serve as a barrier that contains any spills or leaks, preventing them from reaching the surrounding environment.

The first step in preparing to install a dam liner is arguably the most important. Begin by evaluating the terrain, topography, and stability to anticipate installation challenges. This evaluation includes analyzing soil type, identifying areas prone to erosion, and assessing any irregularities that could affect dam liner placement. Weather patterns and climate conditions should also be considered as they can impact both the timing and manner of dam liner deployment. Access routes for transporting materials and equipment to the site should also be assessed to ensure smooth logistics during the installation process. The assessment can tackle factors such as;
There are various types of materials used for dam liners including PVC, HDPE, EPDM, XR-5, and others. The choice of dam liner material depends on factors such as budget, environmental conditions such as UV radiation, temperature extremes, potential chemical interactions, and required lifespan. Ultimately, the chosen dam liner must balance strength, flexibility, and durability to match the project’s operational lifespan and environmental challenges.

Before installation, the surface needs to be prepared adequately, ensuring a stable and dam liner friendly base. This includes clearing the area of any debris, vegetation, roots, stones, or sharp objects that could potentially perforate or damage the dam liner. Once clear, the surface is graded and leveled, with particular attention to smoothing out any irregularities. Next, the substrate is compacted to provide a firm and stable base, and in some cases, a protective layer of finer material like sand or gravel is added to act as a cushion for the dam liner. Proper drainage systems may need to be integrated at this stage to prevent water accumulation beneath the dam liner, which could compromise its effectiveness. This preparation protects the dam liner, extends its lifespan, and helps maintain the overall integrity of the structure. The base surface should be dry, compacted, flat, free of cracks, sharp protrusions, and foreign objects. No freestanding water, mud, vegetation, or excessive moisture may be present at the time of dam liner placement.
In some cases, an underlay material may be used beneath the dam liner to provide additional protection and cushioning. This underlay helps to prevent punctures and abrasions to the dam liner from the underlying surface. The most suitable underlay material is a non woven geotextile fabric, which should be laid on a base free of water seepage, silt, water collection, organic residues, and harmful substances. This protective non woven geotextile layer is placed beneath the geomembrane dam liner to act as a cushion, reducing the risk of punctures and extending the life of the dam liner system. Additionally, the underlay provides functions like drainage, filtration, gas venting, stress buffering, and increased stability. It acts as a protective cushion shielding the dam liner from sharp objects in the underlying ground such as rocks, gravel, roots, and construction debris. This prevents tears or punctures during and after installation; which would compromise the dam liner’s primary function of preventing seepage of its contents. The choice of non woven geotextile fabric is guided by factors such as mass, thickness, and elongation capacity.
Unrolling and unpacking of the dam liner should be done using appropriate machinery or equipment to avoid any damage during the process such as tears and punctures, especially for larger dam liners. Panels should be unrolled in a controlled manner that aligns with the layout plan, paying close attention to the orientation of the dam liner to avoid unnecessary adjustments later. Lay the dam liner over the prepared surface of the containment site. Start from one end and gradually unfold the dam liner across the entire surface, smoothing out any wrinkles or creases as you go. It is essential to ensure the dam liner is flat and without any folds to prevent potential weak spots. To avoid stress induced damage like tearing, stretching, or puncturing, the dam liner must be laid out smoothly, without wrinkles or folds, which could concentrate stress in specific areas. During installation, careful attention must also be paid to the dam liner’s interaction with the substrate and any structures or objects it comes into contact with. Any areas where the dam liner would experience stress, such as sharp bends or corners should be reinforced or cushioned to mitigate the risk of damage. It is advisable to undertake installation during favorable weather, in absentia of wind, rain, or too much sunshine and extreme temperatures; for which case, early morning hours are the best timing for dam liner installations.
Once the dam liner is in place, it needs to be secured (temporary anchoring) to prevent shifting or displacement. This can be done using various methods depending on the dam liner material and site conditions. Common methods include anchoring the edges of the dam liner with soil, rocks, sandbags, temporary ballast, or other heavy materials or using mechanical fasteners such as screws or bolts. This temporary anchoring of the dam liner helps to secure the dam liner, preventing movement or shifting during backfilling or use, as well as securing panels against wind uplift.
If the containment area is larger than the size (width) of the dam liner, multiple pieces of the dam liner may need to be seamed together. Dam liner welding involves melting the dam liner material under high temperature at the point of joining them. Once melted, the layers are gently pressed one over the other; and as they harden, they become one unit. This is typically done using heat welding, adhesive bonding, or other specialized techniques to create a watertight and airtight seal between the sections. Precision is key to a watertight barrier during the seaming phase of dam liner installation. Overlap specifications provided by the supplier should be strictly followed for each panel to guarantee optimal sealing. The seaming process should be executed by trained personnel using tools and materials specified for the dam liner type to create strong, durable joints. Expert seaming is critical for dam liner installation because the seams are the most vulnerable point of the entire dam liner system; their integrity directly determines the success of the containment project. Subpar seaming leads to leaks, environmental contamination, and costly failures. In essence, a dam liner system is only as strong as its weakest seam, and expert seaming is the only way to ensure that there is no weak link in the containment chain. Dam liner weld joints should remain completely clean and free from dirt, sand, water including dew, and other debris that could compromise the welding quality. These contaminants impede the fusion process resulting in weakened welds that may be susceptible to leaks and failures. Seaming should not be undertaken during conditions such as;
Once installation of the dam liner is completed, then it must be secured using permanent anchorage to prevent uplift due to wind or slippage down the side slope, in accordance with manufacturer’s recommendations. For HDPE dam liners, allow a period of at least 24 hours before backfilling the anchor trench, or follow manufacturer recommendations, to allow for thermal expansion and contraction. Dam liners must be securely anchored to prevent shifting, bunching, or uplifting due to environmental factors like wind, water flow, or the weight of stored contents. Specific anchoring methods will vary depending on the type of dam liner and containment structure, but commonly include;
Regardless of the method, anchor points must be strategically placed to provide an even distribution of tension across the dam liner, avoiding areas of excessive stress that could lead to damage. The ballasting must allow for dam liner movement with regard to the settlement; but needs to be of an amount to prevent the dam liner from sliding down the slope. The choice of anchoring method should also consider the potential for dam liner damage from wear or abrasion and incorporate protective measures like padding or protective covers.
Once the dam liner is deployed and anchored, detailed inspections should be conducted to verify the integrity of the installation and confirm that there are no defects or vulnerabilities. Inspections include;
Immediately make adjustments if any issues are identified during the quality checks. These corrections may involve re-seaming areas, repositioning or tightening sections of the dam liner, or adding additional anchoring or reinforcement where needed.
Install appropriate safety features to minimize hazards from the completed containment structure. Use warning signs, fences, escape ladders, texturing, ropes, bars, rails, and other devices, as appropriate, to ensure the safety of humans, wildlife, and livestock. As a minimum rule, the project area should be fenced off to keep off animals and traffic prohibited within the vicinity.
Regular maintenance of the dam liner is essential to ensure optimal performance and long-term effectiveness. This may include periodic inspections, repairs of any damage or wear, proper management of vegetation and debris, periodic desilting of the dam’s bottom. The following maintenance activities should be undertaken;
Selecting the right dam liner material and thickness is a critical engineering decision, not a simple choice of ‘thicker’ is better. The optimal thickness is one that meets all regulatory, load, and exposure requirements without excessive cost or installation difficulty. By conducting a thorough site analysis and consulting with environmental engineering experts, you can specify the smartest, most cost effective dam liner for a successful and long lasting containment project.
At SANKOFA, we coalesce decades of experience undertaking dam liner installation projects; and possess well-honed knowledge and engineering expertise in design, supply, and installation of different types of geomembrane dam liners for various containment projects. For projects requiring non woven geotextile fabric underlays, we, as an EPC firm offer authoritative technical knowledge and guidance; ranging from design, supply, and installation services for the same, serving as a one-stop company for your project needs, right from consultation and design, to supply and installation. We supply high quality, high density, and UV treated dam liners for new installations, both textured and smooth dam liners. We as well undertake repairs for damaged dam liners, in the case of existing installations.
Play video: Dam liners/pond liners for lining fishponds, landfills, and other water storage projects in Uganda (from YouTube)
Play video: Supply of 1.5 mm HDPE geomembrane dam liner for lining a modern sanitary landfill in Gulu, Uganda (from YouTube)
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