Netlon Strip Drains
Prefabricated narrow-width geocomposite strip drains, comprising an extruded HDPE geonet core wrapped in a needle-punched nonwoven polypropylene filter sleeve. Compliant with COTO (2020) Table A3.1.5-3 for geocomposite strip drains, with in-plane flow capacity tested to EN ISO 12958 under load - not assumed. Specified for retaining wall and basement backdrains, road edge and subsoil drainage, cutting and fill drainage, and dewatering of soft saturated soils. Widely known on South African sites as netlon strip drains. Available in widths from 100 mm to 333 mm, with an optional integral 250-micron DPC layer.
Technical Specification of Netlon Strip Drains
A geocomposite strip drain is a prefabricated subsoil drainage element that replaces the stone-and-pipe French drain. The product comprises an extruded two-dimensional HDPE geonet core, nominally 500 g/m² and 4.5 mm thick under 2 kPa load, encased in a needle-punched nonwoven polypropylene filter sleeve. The core provides an open, high-void drainage path along the length of the strip; the geotextile sleeve filters incoming water, holding back fines while allowing free passage of flow. Supplied in standard widths of 100, 200, 250, 300 and 333 mm in rolls up to 25 m, the drain arrives on site as a finished component requiring no aggregate, no bedding and no assembly. On South African sites the product is still widely referred to as a netlon strip drain, a term inherited from the extruded plastic mesh drains that first introduced the technique locally.
Drainage performance is measured rather than assumed. In-plane water flow capacity is tested to EN ISO 12958 at a hydraulic gradient of i = 1.0 across a range of normal loads, giving the designer real values to work from instead of a nominal rating: 1.40 l/s/m in the machine direction at 20 kPa, falling to 1.09 l/s/m at 200 kPa and 1.02 l/s/m at 300 kPa. Cross-machine values are lower, at 0.80 and 0.57 l/s/m respectively, which matters when the drain is installed against a curved or irregular face. Note that flow values quoted above 200 kPa fall outside the scope of EN ISO 12958 and should be treated as indicative. The complete product meets the requirements of COTO (2020) Table A3.1.5-3 for geocomposite strip drains, the reference table used by South African road authorities for this product class, and the core carries a maximum service temperature of 85 °C.
The filter sleeve is available in two grades, and the choice is a design decision rather than a price one. The standard grade offers 10/10 kN/m tensile strength to SANS 1525 / EN ISO 10319, 1.7 kN CBR puncture resistance to SANS 12236, and higher water flow at 77 l/s/m² under a 50 mm head - suited to backdrainage behind retaining walls, basements and lift pits, where installation conditions are controlled and flow capacity is the governing requirement. The heavy-duty grade steps up to 15/15 kN/m tensile, 2.6 kN CBR puncture, and a dynamic cone drop of 17 mm against 28 mm for the standard grade, at some cost to flow at 54 l/s/m². Specify the heavy-duty grade where the drain will be placed against rock or shotcrete, backfilled with angular or coarse material, or subjected to rough handling during installation. Both grades are staple-fibre needle-punched nonwovens manufactured from virgin polypropylene, share a pore size of O90 = 70 micron to SANS 12956, and resist the chemical and biological conditions normally encountered in soils. Filter compatibility should be confirmed against the site's actual particle size distribution before specifying.
Typical applications include backdrainage to retaining walls, basement and lift-pit walls, road and highway edge drains, cutting and embankment drainage, sports field and landscape drainage, and the dewatering of soft saturated soils. A version with an integral 250-micron damp-proof course layer, bonded to the geotextile on one face, is available for use against structural walls where the drain must both collect water and act as a barrier against moisture transfer into the structure. DPC widths of 100, 150, 225, 300, 340 and 450 mm can be matched to the drain width, and wider DPC than drain is available where the detail requires it. Non-standard widths, lengths, and alternative woven or nonwoven geotextile grades are produced to order.
Typical Values for PIPES DRAINAGE DUCTING
Properties & Dimensions
| Property | Unit | Test Method | Grade 1 (Std) | Grade 2 (HD) |
|---|---|---|---|---|
| Core thickness (under 2 kPa) | mm | SANS 9863:2013 | 4.5 ±10% | 4.5 ±10% |
| In-plane flow @ 20 kPa (MD/CMD) | l/s/m | EN ISO 12958 | 1.40 / 0.80 | 1.40 / 0.80 |
| In-plane flow @ 100 kPa (MD/CMD) | l/s/m | EN ISO 12958 | 1.22 / 0.65 | 1.22 / 0.65 |
| In-plane flow @ 200 kPa (MD/CMD) | l/s/m | EN ISO 12958 | 1.09 / 0.57 | 1.09 / 0.57 |
| Geotextile tensile MD/CMD | kN/m | SANS 1525 / EN ISO 10319 | 10 / 10 | 15 / 15 |
| Static puncture (CBR) | kN | SANS 12236:2013 | 1.7 | 2.6 |
| Dynamic cone drop | mm | SANS 13433 | 28 | 17 |
| Pore size, O90 | micron | SANS 12956 | 70 | 70 |
| Water flow @ 50 mm head | l/s/m² | SANS 11058:2013 | 77 | 54 |
| Standard widths | mm | - | 100, 200, 250, 300, 333 | 100, 200, 250, 300, 333 |
| Roll Length | m | - | 25 | 25 |
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Three Questions To Ask Before You Order
1.What is a netlon strip drain, and is this the same thing?
2.How do I select the right grade and width for my application?
3.Can a strip drain replace a conventional stone French drain?
Specification For The Design, Installation Of Netlon Strip Drains
Prepare the receiving face before the drain arrives on site. Wall surfaces should be free of protruding formwork ties, nail heads, shutter fragments and sharp shotcrete spatter, since these are the most common cause of sleeve puncture during backfilling. Trench faces should be trimmed to a reasonably even profile with loose material removed. Unroll the drain and fix it vertically against the wall or trench face with the core running in the machine direction, so that water is carried along the axis with the higher tested flow capacity - machine direction flow is roughly double the cross-machine value, and this orientation is the difference between the drain performing as designed and performing at half capacity. Fix at the top only, using washered nails, cap fixings or an adhesive suitable for the substrate, and allow the strip to hang freely rather than stretching it taut. Where a DPC version is used, the DPC face is placed against the structure and the geotextile face outward toward the incoming groundwater.
Overlap adjacent strips or butt them with the geotextile sleeve lapped and taped so that no core edge is left exposed to soil ingress. Where two lengths are joined vertically, the upper strip should overlap the outside of the lower so water is shed onto rather than behind the joint. Every strip drain must discharge into a collector - a perforated pipe, a French drain sump, a weephole through the structure or a subsoil pipe at footing level. A drain that terminates into backfill has no outlet and will simply saturate the base of the wall. Set the discharge invert so the drain runs to daylight or to a positive drainage point under gravity, verify falls before backfilling, and record the outlet position, since it cannot be located later without excavation. Protect the top edge of the drain from soil and fines entering the core, either by folding the geotextile sleeve over or by capping the strip.
Backfill in controlled layers, placing and compacting material against the drain progressively rather than tipping fill from height. The drain is not a structural element and should not be used to retain fill during placement. Keep tracked plant away from the immediate face and compact the zone adjacent to the drain with hand or light equipment. Where the backfill is angular, coarse or contains rock fragments, specify the heavy-duty filter grade rather than relying on care during placement - 2.6 kN CBR puncture resistance and a 17 mm dynamic cone drop exist precisely for this condition. Complete backfilling promptly once the drain is fixed; the polypropylene sleeve is stabilised against short-term ultraviolet exposure but should not be left uncovered for extended periods. Once covered, the drain cannot be inspected, tested or repaired, which is why the grade selection and the outlet detail should be verified before backfilling begins rather than assumed afterwards.
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