NONWOVEN GEOTEXTILES

The application of non-woven geotextiles in geocellular systems

for the collection and despersion of stormwater

Climate change and the consequent increase of dangerous atmospheric events have pushed civil engineering to develop new sustainable systems for the treatment of rainwater.
In this regard, we analyze the use of non-woven geotextiles in the installation of modular systems to create

Sustainable urban Drainage Systems (SuDS), solutions designed to reduce the potential impact of sudden and heavy rains in highly urbanized areas and to protect and improve water quality.

We refer: Retention tanks or infiltration tanks

In the first case, the geotextile performs the filtration function and protects the membrane used to guarantee storage; in the second case it performs the filtration function.

The combined use of drainage modules, membrane and non-woven geotextile
1. Reduces the excavation by 1/3
2. Increases retention capacity 3 times compared to traditional gravel
3. It guarantees saving of natural resources
4. Reduces the use of heavy vehicles on site and the consequent environmental impact
5. Increases safety on site due to easy installation
6. Guarantees versatility

The solutions offered by modular stormwater systems are
• the storage of rain for domestic reuse, irrigation, to clean the streets ...
• drainage of industrial and commercial areas
• storage and drainage basins

SuDS can be established at the level of

  • basin
  • city
  • residential district
  • single building

For example, to create new industrial or residential districts in areas where sewers are at the limit of their capacity, these systems represent an effective and easy alternative to be installed.

 

Guaranteed functions by

Our geotextile for the world of infrastructures
made by PP high tenacity, UV stabilized, needle punched and thermocalandered

Retention tank

  • Tensile strength (EN ISO 10319): >= 20 kN/m
  • Resistance to static punture (EN ISO 12236): 3500 N
  • Pore size (EN ISO 12956) 60-120 micron

 

To building a ritention basin, consider:
1. First internal layer of geotextile, which protects the lower geomembrane from the roughness of the base material found at the bottom of the excavation
2. Second layer of geomembrane, which performs the function of containing water within the modular system and covers the first layer of geotextile
3. Third layer of external geotextile to protect the membrane.

Infiltration tank

  • Tensile strength (EN ISO 10319): >= 7 kN/m
  • Resistance to static punture (EN ISO 12236): 1000 N
  • Pore size (EN ISO 12956): 60-120 micron

 

To building an infiltration basin, consider the tank is covered with a layer of water-permeable non-woven fabric.

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