Flood protection: geosynthetics for dykes and dams | Naue | Naue
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 geotextiles provide proven sealing, reinforcement and filtration solutions that comply with national and European standards.
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.
River dykes and levees
Permanent flood defence for rivers: waterside sealing and base reinforcement on soft subsoil.
Coastal sea dykes
Wave-resistant protection for coastal communities using robust GCL sealing systems.
Retention basins and flood plains
Waterproof containment for stormwater retention and controlled flood discharge zones.
Canal linings and waterways
Low-permeability lining of irrigation and navigation canals to prevent seepage loss.
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.
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
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.
Sealing, filtration and drainage – when do I need what?
Two distinct failure mechanisms drive geosynthetic selection in hydraulic engineering. First, uncontrolled seepage through the dyke body or foundation can cause internal erosion (piping) and ultimately slope failure. Second, migration of fine particles from the subsoil into coarse drainage material can block the drainage prism and reduce hydraulic efficiency.
Key principle: Sealing prevents seepage. Filtration prevents piping. Both are required for long-term dyke stability.
Sealing with geosynthetic clay liner (GCL)
Bentofix® NSP 4900: hydraulic conductivity k = 1.2 × 10⁻¹¹ m/s (EN 16416)
Installed as a single continuous layer on the water-side slope
Suitable for water head up to 10 m and slopes up to 1:2 (project-specific design required)
Decision guide: Bentofix®, Secugrid® HS or Secutex®?
The correct product selection depends on the hydraulic function required, the subsoil conditions and the applicable design standard. Use the decision matrix below to identify the appropriate Naue system for your project or use the digital SolutionFinder for question-based guidance.
Criterion
Subgrade type
Load class
Filtration/sealing need
Recommended product
Dyke with soft / organic subsoil
Peat, organic silt, soft clay
High (flood pressure, permanent)
Sealing: high priority
Bentofix® NSP 4900 + Secugrid® HS
Dyke on sandy gravel fill
Sandy gravel, non-cohesive
Medium-high
Sealing required; filtration moderate
Bentofix® NSP 4900
Filter/drainage layer in toe prism
Granular drainage material
Low-medium
Filtration: critical
Secutex® HB (sand mat)
Basal reinforcement for embankment
Soft subsoil (peat/silt)
High axial loads
Reinforcement: critical
Secugrid® HS (high-strength)
Coastal/tidal protection slope
Variable (sand, silt)
Very high (wave action)
Sealing + robustness
Bentofix® B 4000 BRAD16
Why Naue geosynthetics in flood protection projects?
Proven compliance for planners and engineers
Bentofix® GCLs approved under BAW TLG 2018, BRAD16 and EN 13361. Secugrid® HS tested to EN ISO 10319; basal reinforcement design per DIN 4084/EC7. Design documentation and technical data sheets available for specification.
Simple installation for site managers
Self-sealing GCL overlaps: no welding and no adhesive for faster progress on site. Panels rolled out with standard equipment; no specialised machinery required. Secugrid® HS installed with spreader bar for uniform placement on soft subsoil.
Long-term filter efficiency
Secutex® H filter geotextiles are BAW-tested to TLG 2018. Long-term filter efficiency prevents piping and maintains drainage layer performance throughout the design life of the structure.
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.
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
Bentofix® GCL for continuous water-side seal, k = 1.2 × 10⁻¹¹ m/s