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Hydropower plant construction site with a partially filled reservoir on which earthworks and embankment sealing with Naue Bentofix® take place.

Seal hydropower plants

Geosynthetics for dams, slopes and reservoirs

Sealing hydropower structures describes the application of geosynthetic barrier systems to dams, reservoir slopes and hydraulic structures. Hydraulic head, seepage and slope erosion create long-term risks. Carbofol® HDPE geomembranes and Bentofix® geosynthetic clay liners provide proven, watertight solutions for run-of-river plants, storage reservoirs and pumped-storage schemes.

At a glance

  • Sealing and protection of dams, reservoir slopes and hydraulic structures at hydropower plants using geosynthetic barrier systems
  • Carbofol®, Bentofix®, Secutex®, Secudrain®, Secumat®
  • Compacted embankment fill, natural slopes, concrete structures, rocky substrate
  • DIN 18195, EN 13361, ICOLD Bulletin 135, DVWK 113, GRI GM13, BAM approval (Carbofol® HDPE 510 No. 08/BAM IV.3/08/15)
  • Run-of-river dams, pumped-storage reservoirs, tailings ponds, flood-defence embankments, intake structures

Sealing hydropower structures: key challenges, Naue solutions and measured results

Challenges

  • High hydraulic head causes seepage through the dam body and reservoir structures
  • Slope erosion on reservoir banks and dam faces under wave action and flow
  • Uplift pressure and drainage behind the geomembrane impose mechanical stress
  • Steep rocky slopes require anchorage of the liner system in difficult terrain
  • Need for a mineralogical seal where clay import is uneconomic or impractical

Solution

  • Carbofol® HDPE geomembrane as the primary watertight barrier for dam faces and reservoir slopes
  • Secumat® erosion control mats with vegetation support on slopes up to 1:1.5
  • Secudrain® drainage composites to relieve pore-water pressure behind the liner
  • Bentofix® GCL composite with mechanical rock-bolt anchoring by certified installers (replaces a compacted clay liner)

Result

  • Permeation reduced to approx. 2.59 × 10⁻¹³ m³/s per defect (geomembrane + GCL composite system)
  • Root-reinforced surface layer; permanent erosion protection without hard revetment
  • Controlled drainage prevents hydrostatic stress on the sealing system
  • Reduction in material transport and construction time

Typical hydropower applications: where geosynthetics perform

Naue geosynthetics are used wherever watertightness, slope stability and long service life are essential.

  • Dams and dykes overflow protection

    Dam upstream faces

    Permanent sealing of upstream dam faces against hydraulic head and seepage loss using Carbofol® HDPE geomembranes

  • Ponds reservoir

    Reservoir slopes

    Erosion protection and liner systems for reservoir and intake-canal embankments using Bentofix® GCL and Secumat®

  • Water storage

    Pumped-storage schemes

    Composite sealing for upper and lower basins under cyclic water-level fluctuation using Carbofol® HDPE with a textured surface

  • Dykes levees waterways canals

    Flood defence embankments

    Geosynthetic clay liner on levee faces for seepage control during high-water events using Bentofix® GCL systems

  • Canal construction

    Intake structures and canals

    Watertight lining of headrace canals and inlet works to prevent water loss using Carbofol® HDPE geomembranes

Hydropower canal construction site where Bentofix® GCL and Carbofol® geomembrane are installed as sealing components.
Hydropower canal construction site where Bentofix® GCL and Carbofol® geomembrane are installed as sealing components.

Robustness and installation reliability

Hydropower dam and reservoir liners must withstand permanent hydraulic head, temperature cycles and construction loads. Carbofol® HDPE geomembranes and Bentofix® geosynthetic clay liners are engineered for exactly these conditions. Their installation has been proven on large-scale projects with steep and rocky slopes, including sections requiring mechanical rock-bolt anchorage.

Practical advantages:

  • Carbofol® HDPE is available with a structured surface (MF/MF) for friction-interface design on steep slopes.
  • Bentofix® GCL needle-punched fibre bridges retain sodium bentonite under hydraulic head without extrusion risk.
  • Secutex® protection nonwoven shields the geomembrane from puncture by sub-base aggregate and installation equipment.
  • Secudrain® drainage composite prevents harmful water accumulation behind the liner on steep embankments.
  • All products comply with BAM approval requirements and international quality standards.

Hydropower plants hydraulic engineering: frequently asked questions

Geosynthetic sealing for hydropower plants describes the use of HDPE geomembranes and geosynthetic clay liners (GCLs) to prevent seepage through dam bodies, reservoir slopes and hydraulic structures. It is required wherever permanent hydraulic head, variable water levels or erosive flow conditions create unacceptable seepage risk that cannot be addressed by compacted clay or concrete alone.

Choose Carbofol® HDPE geomembrane as the primary polymeric barrier for smooth or prepared substrates with high hydraulic head. Choose Bentofix® GCL where a self-healing mineral layer is required, where compacted clay is uneconomic or where a secondary redundant barrier is specified. For maximum sealing performance, both products are combined in a composite system.

Relevant standards include DIN 18195 (waterproofing of structures), EN 13361 (geomembranes for reservoir lining), ICOLD bulletin 135 (geomembranes in dams), DVWK 113 and BAM approval requirements for Germany. Carbofol® HDPE 510 2.5 MF/MF holds BAM approval No. 08/BAM IV.3/08/15. Project-specific standards and national regulations must be verified by the design engineer. For any assistance please contact our engineering team via contact request form.

A 10 mm hydrated Bentofix® GCL layer matches the sealing performance of a 600 mm compacted clay liner at significantly lower cost. Savings arise from reduced material volume, fewer transport movements, shorter installation time and lower earthworks requirements. Exact savings depend on project scale and local material costs.

Installation on steep slopes requires specialist contractors with certified welding equipment. For rocky surfaces, rock-bolt anchorage (typically 0.6 m cemented bolts with a 20 mm diameter) secures the upper section of the liner. Geomembrane welds are double-track fused and pressure-tested. Naue provides installation service, manuals, QA plans and technical supervision.

ICOLD bulletin 135, EN 13361-1 and DVWK 113 govern geomembrane performance in hydraulic engineering. Design permeation calculations for composite systems (geomembrane + GCL) are based on published leakage models (e.g., Giroud and Bonaparte, 1989). Naue provides design support in accordance with current international guidelines and national requirements. Respective digital calculators are available in the Naue Portal to assist your solution selection and design process.

Carbofol® HDPE geomembranes are manufactured from food-grade HDPE resin and are suitable for contact with drinking water. BAM-approved variants comply with German regulatory requirements for sensitive hydraulic applications. For specific certifications and approvals relevant to your project country, please contact the Naue sales team.

Secudrain® is placed immediately behind the geomembrane or GCL to collect and convey any water that passes the primary seal. In steep embankment sections, it prevents the build-up of pore-water pressure that could cause uplift or lateral displacement of the liner. Drainage is directed to a controlled collection point at the dam toe. The composite is specified in accordance with DVWK 113 drainage requirements.

All geomembrane welds are double-track extrusion-fused and tested by air-lance or pressure-channel method after completion. Naue provides project-specific QA plans, weld test records and material traceability documentation. For BAM-approved projects, additional destructive test frequency is specified. Naue´s certified installation teams are trained in both welding and the safety requirements for steep dam-face installation.

Design your hydropower sealing system: standards and engineering support

The dimensioning of geosynthetic sealing systems for hydropower structures is based on recognised international and national design standards. Naue engineers support project teams from concept through to installation qualification.

  • DIN 18195: Waterproofing of structures: general requirements for barrier systems (Germany)
  • EN 13361: Geomembranes: characteristics required for use in reservoir and canal lining (Europe)
  • ICOLD bulletin 135: Geomembranes as seepage control elements in dams and reservoirs (International)
  • DVWK 113: Use of synthetic liners in hydraulic engineering: design and installation guidance (Germany)
  • GRI GM13: Test methods and properties for HDPE smooth and textured geomembranes (USA/International)
  • BAM approval: Federal Institute approval for Carbofol® HDPE 510 (No. 08/BAM IV.3/08/15)
Aerial view of dam construction on the Sava River, where Naue Bentofix® provides sealing within the embankments and Secutex® H is installed beneath the riprap as a filtration and separation layer.
Aerial view of dam construction on the Sava River, where Naue Bentofix® provides sealing within the embankments and Secutex® H is installed beneath the riprap as a filtration and separation layer.

How Naue geosynthetics perform in hydropower structures

  1. Watertight polymeric barrier under permanent hydraulic head: Carbofol®
  2. Self-sealing mineral layer: Bentofix®
  3. Controlled drainage behind the liner prevents uplift: Secudrain®
  4. Puncture protection for the geomembrane during installation and service: Secutex®
  5. Permanent slope erosion control through root reinforcement: Secumat®

Downloads and services

  • Renewable energies - hydropower - safe sealing for power channelsYouTubeWatch

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