IAGI Installer Member

River Reno Mattresses - Hexagonal Woven Gabion Mattresses for Africa

Geosynthetics Africa supplies Class A Galvanised and PVC coated hexagonal woven double-twist mesh river mattresses for riverbed scour protection, river bank revetment, channel lining, dam embankment protection, spillway aprons, and roadway drainage structures across Southern and East Africa. Manufactured in South Africa to SANS 1580 specification. Mesh aperture 60x80mm with 2.2mm mesh wire and 3.4mm salvage wire. Standard sizes from 2x1x0.3m to 6x2x0.30m in stock. Also available in 80x100mm aperture with 2.7mm wire for aggressive and corrosive environments. Geotextile separation layer supplied with every order.

View Spec Sheet

Technical Specification of River Reno Mattresses - Hexagonal Woven Gabion Mattresses for Africa

River mattresses - also known as Reno mattresses or gabion mattresses — are flat, shallow hexagonal woven double-twist mesh structures filled with rock on site to form flexible, permeable, monolithic protection layers over riverbeds, channel banks, dam embankment faces, and spillway aprons. Unlike box gabion baskets designed for mass gravity retaining structures, river mattresses are engineered specifically for hydraulic applications where a thin, flexible, rock-filled mat must conform to the irregular profile of a river bed or bank, resist scour and undermining, and remain structurally intact under sustained hydraulic loading and flood conditions.

Geosynthetics Africa river mattresses are manufactured from mild tensile steel wire double-twisted into a hexagonal woven mesh structure - the only mesh type suitable for mattress applications. Square weldmesh is not used for river mattresses because the rigid welded connection fractures under the differential movement and settlement experienced in hydraulic environments, opening the basket and releasing the rock fill. The double-twist woven connection deforms without breaking under movement, maintaining the integrity of the mattress even when individual wires are damaged by floating debris or abrasion under flood conditions.

Standard river mattresses are manufactured with 60x80mm hexagonal mesh aperture, 2.2mm mesh wire diameter, and 3.4mm salvage wire along all panel edges - a finer mesh geometry than box gabion baskets, selected specifically to maximise flexibility over irregular riverbed and bank profiles while maintaining adequate rock retention. For more aggressive or corrosive environments - including acid mine drainage discharge zones, saline rivers, and permanently submerged coastal applications - river mattresses are available in 80x100mm aperture with 2.7mm wire and 3.4mm salvage wire, providing a heavier and more robust wire specification for extended design life under chemically aggressive conditions.

All river mattresses are available in Class A Galvanised to SANS 1580 specification, or with an additional 0.5mm grey PVC coating extruded over the galvanised wire core for enhanced corrosion resistance. PVC coating is always applied over galvanised wire - providing dual-layer protection in marine, permanently submerged, and chemically aggressive environments. Mattresses are supplied flat-packed with internal diaphragm panels at 1m centres along the mattress length, dividing the mattress into uniform cells to prevent rock displacement and maintain even thickness under hydraulic loading. A non-woven geotextile separation layer is supplied with every order and must be placed beneath all river mattresses over erodible subgrades to prevent fines migration from the riverbed into the rock fill.

River mattresses resist sustained water flow velocities exceeding 6 m/s when correctly installed and filled with the specified rock - making them suitable for the full range of hydraulic applications encountered on African civil and mining projects, from roadside drains and irrigation canal linings through to high-energy spillway aprons and river diversion structures. Rock mattresses are proven to be more effective than loose rip-rap in high shear stress conditions because the wire mesh confines the rock fill and prevents individual stones from being displaced under peak flow - maintaining a continuous protective layer over the entire protected surface rather than allowing progressive stone-by-stone displacement.

Typical Values for GABION BASKETS

Material
Mild tensile steel - Class A Galvanised to SANS 1580
Mesh Type
Hexagonal woven double-twist - 60x80mm aperture
Standard Sizes
2x1x0.3m to 6x2x0.30m
Heavy Duty Option
80x100mm aperture - 2.7mm wire - for aggressive environments

Properties & Dimensions

PropertyStandard Mattress - 60x80mmHeavy Duty Mattress - 80x100mm
Galvanising standardClass A - SANS 1580Class A - SANS 1580
PVC coating option0.5mm grey PVC over galvanised core0.5mm grey PVC over galvanised core
Mesh typeHexagonal woven double-twistHexagonal woven double-twist
Mesh aperture60 x 80mm80 x 100mm
Mesh wire diameter2.2mm2.7mm
Salvage wire diameter3.4mm3.4mm
Binding wire diameter2.2mm2.2mm
DiaphragmsInternal at 1m centresInternal at 1m centres
Recommended environmentStandard civil Aggressive /corrosive/ acid mine drainage/ marine
Supply formatFlat-packed with lidsFlat-packed with lids

Popular Catalogue Items

Reno Mattresses - Galvanised Woven Gabion Mattresses

Reno Mattresses - Galvanised Woven Gabion Mattresses

Class A galvanised hexagonal woven double-twist gabion mattresses to SANS 675, in 0.17m, 0.23m and 0.30m thicknesses. Compartmented by diaphragms at 1m centres, supplied flat-packed. For river bed and bank protection, channel lining, spillway aprons, culvert outlets, scour protection and slope revetment. PVC coated for corrosive and permanently submerged conditions.

Related Product Groups

Three Questions To Ask Before You Order

1.What is the difference between a river mattress and a box gabion basket?
Box gabion baskets are three-dimensional structures - typically 0.5m or 1.0m high - used for mass gravity retaining walls, river training structures, and raised bank protection. River mattresses are flat, shallow structures - typically 0.17m to 0.30m deep - designed to lie flat over riverbeds, channel banks, and embankment faces to provide scour protection and erosion control over large areas. Mattresses use a finer 60x80mm mesh aperture with 2.2mm wire for maximum flexibility over irregular profiles. Both products are manufactured from hexagonal woven double-twist mesh - never square weldmesh.
2.What rock size should be used to fill river mattresses?
Rock infill for standard 60x80mm aperture river mattresses should have a minimum particle size of 75mm and a maximum of 200mm. Rock smaller than 75mm passes through the 60x80mm mesh aperture under hydraulic flow. Rock larger than 200mm creates excessive voids in shallow mattresses and reduces fill density. Rock must be hard, durable, and non-degradable - soft, weathered, or soluble rock degrades under hydraulic abrasion, reducing the protective mass of the mattress over time. River-rounded stone and hard quarry rock are acceptable. Dolomite, soft sandstone, and shale are not acceptable.
3.Is a geotextile required beneath river mattresses?
Yes - always. A non-woven geotextile separation layer must be placed between the riverbed or bank subgrade and the mattress before rock filling. Without a geotextile, fine bed sediment migrates upward through the rock fill under the cyclic hydraulic loading of flood and recession events - a process called piping - which progressively hollows out the subgrade beneath the mattress and causes it to collapse. Geosynthetics Africa supplies the correct geotextile grade with every mattress order. The geotextile must overlap adjacent panels by a minimum of 300mm in the direction of flow.
4.When should I specify PVC coated versus standard galvanised river mattresses?
Specify Class A Galvanised for standard civil infrastructure river training and channel lining in non-corrosive freshwater environments. Specify PVC coated where the structure is permanently submerged in saline or brackish water, within 5km of the coast, exposed to acid mine drainage or chemically contaminated effluent, or in tropical river environments with high organic acid content. For the most aggressive conditions - high-velocity abrasive flow, acid mine drainage discharge, or marine intertidal zones - specify the heavy duty 80x100mm aperture with 2.7mm wire in PVC coated finish for maximum wire mass and dual corrosion protection.
5.How are river mattresses installed on steep bank slopes?
On steep bank slopes, install mattresses working from the toe of the bank upward. Anchor the toe of the first mattress row in a cut-off trench excavated at the base of the slope - minimum 300mm deep and 300mm wide - backfilled and compacted after the mattress edge is folded into the trench. Peg the mattress perimeter and all intermediate panel connections using steel pegs at maximum 1m centres driven through the mesh into the bank. On steep slopes, add straining wires along the mattress length to prevent downslope creep of the filled mattress under gravity. Install the geotextile separation layer before mattress placement - overlap geotextile panels in the direction of flow.
6.What is the difference between standard 60x80mm and heavy duty 80x100mm river mattresses?
Standard 60x80mm mattresses with 2.2mm wire are the default specification for civil river training, channel lining, dam embankment protection, and roadway drainage applications in standard freshwater environments. The finer aperture provides better rock retention and greater flexibility. Heavy duty 80x100mm mattresses with 2.7mm wire are specified for aggressive hydraulic conditions - high-velocity channels with floating debris abrasion, acid mine drainage discharge zones, marine environments, and applications requiring additional wire mass for extended design life under chemical attack. Both are available in Class A Galvanised or PVC coated.

Specification For The Design, Installation Of River Reno Mattresses - Hexagonal Woven Gabion Mattresses for Africa

River mattress installation requires no specialist plant or equipment. The critical requirements are correct geotextile placement before mattress positioning, correct toe anchorage in a cut-off trench at the base of the protected slope or bed, correct rock infill particle size, and adequate perimeter and panel pegging to resist hydraulic drag under peak flow conditions. Install mattresses working from the downstream end upstream and from the toe of the bank upward - this sequencing ensures that each mattress overlaps the one below in the direction of flow, preventing water from getting beneath the structure at panel joints.

1. Survey and Preparation - Survey the riverbed and bank profile to establish the extent of protection required. Remove all loose vegetation, roots, and large boulders from the surface to be protected. Grade the bank to a uniform slope where possible - steep irregularities in the bank profile cause mattress bridging and void formation beneath the mesh. Excavate cut-off trenches at the top and toe of the protected area, minimum 300mm deep x 300mm wide, for toe and crest anchorage of the mattress panels.

2. Geotextile Placement - Place the non-woven geotextile separation layer over the prepared bed and bank surface before any mattress is positioned. Work from the downstream end upstream, overlapping geotextile panels by a minimum of 300mm in the direction of flow - shingle the overlaps so the upstream panel lies on top of the downstream panel, preventing flow from getting beneath the joint. Peg the geotextile at regular intervals to prevent displacement during mattress placement and filling. The geotextile must extend into the cut-off trenches at the toe and crest.

3. Toe Anchorage - Fold the leading edge of the first mattress row into the excavated toe cut-off trench. Backfill and compact the trench over the folded mattress edge. This buried toe anchorage prevents scour from undermining the base of the mattress and is the most critical single installation detail - an unanchored mattress toe will be progressively undermined by scour and will fail under flood conditions regardless of the quality of the installation above.

4. Mattress Placement and Panel Connection - Unfold mattresses flat onto the prepared geotextile surface. Connect adjacent mattress panels at all common edges using 2.2mm binding wire with a continuous lacing stitch at maximum 150mm centres alternating single and double loops. Lace mattress panels to the side panels and lid before filling. Do not leave unlaced edges between adjacent mattress panels - unlaced edges open under hydraulic loading and allow rock fill to escape.

5. Rock Filling and Lid Closing - Fill mattress cells with rock of the specified particle size to the top of the cell walls. Hand-place the top layer of rock to achieve a level, tight surface. Fold the mattress lid down flat onto the filled cells and lace to all four edges using 2.2mm binding wire at maximum 150mm centres. Peg through the mattress lid and mesh body into the bank at maximum 1m centres across the full mattress area. On steep bank slopes, install straining wires along the length of each mattress row, anchored at the crest, to resist downslope gravity creep of the filled mattress.

Featured Projects Across Africa

Request a Quote for This Product Family

Upload your BOQ, drawings, or specifications and our technical team will provide a detailed proposal.

Drag & drop your BOQ or drawings or click to upload
PDF, DWG, DOC, XLS, images (Max 20MB each, up to 8 files)

Have a project? Start with us.

Get expert engineering support, reliable material supply, and best-in-class installation.

Talk To Us Today