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Aerial view of a dyke construction site for flood protection, where Naue Bentofix® GCLs are installed as a sealing component.

Flood protection

Geosynthetics for dykes, levees and hydraulic works

Flood protection in hydraulic engineering describes the design and construction of dykes, levees, embankments and revetments that safeguard communities, infrastructure and agricultural land from inundation. Soft subsoil, wave attack and seepage pose critical challenges. Bentofix® geosynthetic clay liners, Secugrid® HS geogrids and Secutex® H geotextiles provide proven sealing, reinforcement and filtration solutions that comply with national and European standards.

At a glance

  • Construction of flood-proof dykes, levees, embankments and coastal defences using geosynthetic sealing, reinforcement and filtration systems
  • Bentofix® GCL, Secugrid® HS geogrid, Secutex® H filter geotextile
  • Soft soil, peat, organic silt, sandy fill, variable in-situ material
  • DIN 19712, BAW guidelines (TLG, RPG), EN 13361, EN ISO 10319, BRAD16
  • River dykes, coastal sea dykes, retention basins, canal linings, stormwater embankments

Flood-proof construction: meeting hydraulic engineering challenges

Challenges

  • Soft, organic or cohesive subsoil (peat, silt, clay)
  • Seepage and internal erosion through dyke body
  • Wave run-up and hydraulic stress on water-side slope
  • Shortage or high cost of natural compacted clay
  • Strict regulatory requirements (DIN 19712, BAW)

Solution

  • Bentofix® GCL as water-side sealing system (replaces compacted clay)
  • Secugrid® HS for basal reinforcement on soft subsoil
  • Secutex® H as filter/protection layer in drainage prism
  • Products tested and approved to BAW TLG 2018 and BRAD16

Result

  • Effective hydraulic barrier: k = 1.2 × 10⁻¹¹ m/s (Bentofix® NSP 4900)
  • Stable dyke on soft subsoil
  • Shorter construction schedules through faster installation
  • Long-term service life: Bentofix® approved under BRAD16 for levee construction

Flood protection: typical applications for hydraulic engineering

Naue geosynthetics are applied wherever long-term hydraulic sealing, structural reinforcement and filtration performance are required in water-retaining structures.

  • Dams and dykes

    River dykes and levees

    Permanent flood defence for rivers: waterside sealing and base reinforcement on soft subsoil.

  • Dykes

    Coastal sea dykes

    Wave-resistant protection for coastal communities using robust GCL sealing systems.

  • Storm water retention pond

    Retention basins and flood plains

    Waterproof containment for stormwater retention and controlled flood discharge zones.

  • Canal construction

    Canal linings and waterways

    Low-permeability lining of irrigation and navigation canals to prevent seepage loss.

Construction workers and excavators unrolling a Bentofix® GCL on an embankment as part of a flood protection project.
Construction workers and excavators unrolling a Bentofix® GCL on an embankment as part of a flood protection project.

Robust under construction loads, reliable in service

Hydraulic engineering projects demand materials that withstand both construction traffic and long-term hydraulic loads. Bentofix® geosynthetic clay liners (GCLs) are installed by rolling out panels on the prepared slope and overlapping seams by the specified minimum width. The self-sealing bentonite core activates upon contact with moisture, eliminating the need for additional sealing measures at overlaps.

Practical advantages:

  • Self-sealing overlaps: no adhesive or welding required at seam areas.
  • Needle-punched fibre structure transmits shear forces through the bentonite core.
  • Bentofix® B 4000 BRAD16 fulfils all requirements of the Brandenburg levee guideline.
  • Secugrid® HS installed perpendicular to dyke axis with 50 cm overlap for basal reinforcement.
  • Secutex® HB sand mat: resistance to dynamic perforation (BAW RPG: 1,800 Nm) for revetment use.

Flood protection in hydraulic engineering: frequently asked questions

Geosynthetic flood protection uses engineered geosynthetic clay liners (GCLs), geogrids and geotextiles to seal, reinforce and filter flood defence structures such as dykes and levees. It is required wherever soft subsoil, limited clay availability or strict hydraulic standards make conventional earthwork solutions uneconomical or impractical.

Selection depends on the primary function required. Bentofix® provides water-side sealing; Secugrid® HS provides basal reinforcement on soft subsoil; Secutex® H and HB provide filter and protection performance at the drainage prism. Many projects require two or all three products working as a complementary system. Use the Naue SolutionFinder for digital question-based guidance or contact Naue technical support.

Key standards include DIN 19712 (flood protection dykes in Germany), BAW Technical Delivery Conditions TLG 2018 (geotextiles in hydraulic engineering), BAW test method RPG (dynamic perforation), EN 13361 (geosynthetic barriers for reservoirs and dams) and EN 14150 (hydraulic conductivity of GCLs). For levee construction in Brandenburg, the BRAD16 guideline applies explicitly.

Bentofix® panels are rolled out down the slope from crest to toe and overlapped by the specified seam width (typically 300–500 mm). Seams self-seal through bentonite hydration so that no welding or adhesive is required. A protective cover layer of non-cohesive soil and topsoil is placed over the GCL and seeded with grass. Secugrid® HS is laid horizontally at the dyke base using a spreader bar; adjacent panels overlap by 50 cm transverse to the installation direction.

Yes. Bentofix® GCLs are tested and approved in accordance with BAW TLG 2018 and the BRAD16 Brandenburg levee guideline. Secutex® HB sand mats are assessed for hydraulic filtration efficiency against soil types A, B and C per BAW RPG. Secugrid® HS meets EN ISO 10319 tensile requirements for basal reinforcement applications. Full approval documentation is available upon request.

Yes. Reference projects include the 3 km Oder dyke reconstruction between Friedrichsthal and Gartz (Secugrid® HS, 63,000 m², completed 2019), the Neuzeller Niederung levee in Brandenburg (Bentofix® B 4000 BRAD16, 3 km section, completed 2020) and the Onod dyke in Hungary (Bentofix® NSP 4900, 64,000 m², 2011). More info and further project reports are provided in our case studies.

BRAD16 is the Brandenburg state guideline for the use of geosynthetic clay liners (GCLs) in levee construction, first published in 2016. It defines technical requirements for the GCL product, the design of the sealing system and the installation process on water-retaining earthwork structures. Bentofix® B 4000 BRAD16 is the specific Naue product grade designed and tested to comply fully with BRAD16 requirements for permanent levee applications in Brandenburg and comparable regulatory frameworks.

Naue Bentofix® GCLs can be used in marine and tidal environments, subject to site-specific design assessment. Sodium bentonite GCLs require fresh or brackish water for adequate hydration; performance in high-salinity conditions must be confirmed with technical support before specification. For coastal dyke applications requiring both sealing and installation stability under wave action, Bentofix® scrim-reinforced grades with nonwoven on both faces provide enhanced interface friction and puncture resistance.

Flood protection design: standards-based hydraulic engineering

Sizing of geosynthetic systems for flood protection follows recognised international standards. Naue provides technical support, product data sheets and design guidance to assist engineers in specifying the correct system for each project.

  • DIN 19712: Technical requirements for flood protection dykes: geometry, stability, sealing and inspection
  • BAW TLG 2018: Technical Delivery Conditions for geotextiles in hydraulic engineering (Germany – federal waterways)
  • BAW RPG: Test method for dynamic perforation resistance that applies to revetment geotextiles and sand mats
  • EN 13361: Geosynthetic barriers used in the construction of reservoirs and dams
  • EN ISO 10319: Tensile properties of geosynthetics using wide-width strip method
  • BRAD16: Brandenburg guideline for GCLs in levee construction (2016 edition)
  • EN 14150: Hydraulic conductivity of geosynthetic clay liners: Bentofix® k = 1.2 × 10⁻¹¹ m/s
Cutaway cross-section of a flood protection dike showing Naue geosynthetics in their installed positions: Bentofix® as the water-side sealing layer within the dike body, Naue Secutex® H beneath the riprap and protecting the drainage core on the land side, Secugrid® HS reinforcing the dike toe, and Secugrid® stabilising the crest road and the dike defence road.
Cutaway cross-section of a flood protection dike showing Naue geosynthetics in their installed positions: Bentofix® as the water-side sealing layer within the dike body, Naue Secutex® H beneath the riprap and protecting the drainage core on the land side, Secugrid® HS reinforcing the dike toe, and Secugrid® stabilising the crest road and the dike defence road.
This cross-section illustrates the interaction of Naue geosynthetics in a flood protection dike system. Bentofix® forms the water-side seal within the dike body. Naue Secutex® H is installed beneath the riprap and protects the drainage core on the land side through filtration and separation. Secugrid® HS is used at the foot of the dike to stabilise soft subsoil, while Secugrid® provides stabilisation for the road on the dike crest and for the dike defence road.
This cross-section illustrates the interaction of Naue geosynthetics in a flood protection dike system. Bentofix® forms the water-side seal within the dike body. Naue Secutex® H is installed beneath the riprap and protects the drainage core on the land side through filtration and separation. Secugrid® HS is used at the foot of the dike to stabilise soft subsoil, while Secugrid® provides stabilisation for the road on the dike crest and for the dike defence road.

Flood protection system structure: how Naue geosynthetics work together

  1. Bentofix® GCL for continuous water-side seal, k = 1.2 × 10⁻¹¹ m/s
  2. Secugrid® HS geogrid reinforcement stabilises soft, organic subsoil
  3. Secutex® HB filtration layer at the drainage prism prevents piping
  4. Self-sealing overlaps eliminate need for welding or adhesive
  5. Reduced material input compared to compacted clay construction

Downloads and services

  • Flood protection with Secugrid® HS geogrids in dyke constructionYouTubeWatch
  • Safe levees rehabilitationYouTubeWatch

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