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Silt Curtains & Turbidity Barriers – Africa

GeoCurtain silt curtains and turbidity barriers for marine construction, dredging, port and harbour works, bridge and causeway builds, river rehabilitation and mine water containment across Africa. Three performance classes cover the full range of site conditions - Type 1 for still or low-flow water, Type 2 for moving water and tidal estuaries, Type 3 for open ocean and high-energy exposure. Each barrier is fabricated to project depth and length using UV-stabilised impermeable or permeable curtain fabric, closed-cell flotation, ballast chain and reinforced load lines, with connector systems that let sections be joined, extended and redeployed across a programme. Specified to satisfy environmental authorisation conditions and water quality monitoring requirements, with layout planning, anchoring design and deployment support from our team. Pan-African supply and installation

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Technical Specification of Silt Curtains & Turbidity Barriers – Africa

A silt curtain (also called a turbidity curtain or silt screen) is a floating barrier deployed in waterways to contain suspended sediment disturbed by construction, dredging, or marine works. It provides the enclosed area and time needed for sediment particles to settle to the bottom before water returns to the surrounding environment.

Silt curtains are increasingly specified on marine and inland waterway projects across Africa where unnatural turbidity levels threaten ecologically sensitive areas - coral reefs, seagrass beds, mangroves, estuary systems, and water intakes for desalination or irrigation. Regulatory bodies and environmental impact assessments across the continent now routinely require turbidity control as a condition of project approval.

Curtain performance depends on matching the design class to site conditions. Three classes cover the full range of applications: Class 1 for still or sheltered water with minimal current, Class 2 for rivers, ports, and calm harbours with moderate forces, and Class 3 for open water, harbour entrances, and river mouths where strong wind and tidal loads are present. Float size, ballast weight, skirt depth, webbing strength, and connector grade all step up between classes.

Geosynthetics Africa supplies silt curtains specified and manufactured to the conditions of your site — body of water, skirt depth, current velocity, tidal range, deployment duration, and any applicable EPA or environmental permit requirements. Standard sections are 20 metres with custom lengths and depths available. Curtains are delivered fully assembled and ready for immediate deployment across South Africa and over 30 African countries.

Typical Values for DEWATERING SYSTEMS

Performance Classes
Class 1 / Class 2 / Class 3
Skirt Depth Range
1m up to 20m
Skirt Material
260gsm Nonwoven Geotextile
UV Resistance
Up to 5 years

Properties & Dimensions

PropertyClass 1Class 2Class 3
Float Chamber PVC400gsm610gsm900gsm
Float Size50mm x 100mmupto 150mm x 150mmupto 200mm x 200mm
Skirt DepthUp to 2mUp to 8mUp to 20m
Skirt Material260gsm Geotextile260gsm Geotextile260gsm Geotextile
Ballast Chain6mm galvanised6mm – 8mm galvanised8mm – 13mm galvanised
Webbing25mm – 1T breaking strain50mm – 2T breaking strain50mm – 5T breaking strain
ConnectorsBowshacklesStandard Z-connectorsHeavy duty Z-connectors
Skirt ConnectorsMarine grade #10 zipperMarine grade #10 zipperMarine grade #10 zipper
Standard Section Length20m20m20m
UV Resistance-Up to 5 yearsUp to 5 yearsUp to 5 years

Popular Catalogue Items

GeoCurtain™ Class 1 Silt Curtain – Calm Water Sediment Control

GeoCurtain™ Class 1 Silt Curtain – Calm Water Sediment Control

Low Risk Waterways, Lagoons, Ponds
GeoCurtain™ Class 2 Silt Curtain – River & Moderate Conditions

GeoCurtain™ Class 2 Silt Curtain – River & Moderate Conditions

Medium Duty Barriers, Rivers and Calm Harbours
GeoCurtain™ Class 3 Silt Curtain – Marine & High Energy Applications

GeoCurtain™ Class 3 Silt Curtain – Marine & High Energy Applications

High Energy marine and Coastal

Related Product Groups

Three Questions To Ask Before You Order

1.How do I select the correct silt curtain class for my project?
Class selection is driven by the hydrodynamic conditions at your deployment site - not by project size or budget. Class 1 is appropriate for still or near-still water such as lagoons, ponds, and enclosed construction zones with negligible tidal or wind forces. Class 2 suits rivers, calm harbours, canals, and sheltered coastal sites with moderate current and wind. Class 3 is required for open water, harbour entrances, river mouths, and any site where strong tidal flow, wave action, or sustained wind loads are present. When in doubt, specify up - the cost difference between classes is insignificant compared to the cost of curtain failure or a regulatory breach.
2.How deep does the silt curtain skirt need to be?
The skirt does not need to reach the seabed to be effective - and in most cases it should not. Allow a minimum 0.5m gap between the bottom of the skirt and the seabed at low tide. This gap provides a pressure release that is far more effective than relying on geotextile porosity. If the skirt touches or drags the bottom it can accumulate sediment on the ballast chain, billow dangerously in wind when slack at low tide, increase hydraulic loading on the mooring system, and adversely affect benthic fauna. The skirt depth should be sufficient to disrupt the water column and drive suspended particles toward the seabed - typically 50% to 75% of the water depth at low tide is a practical starting point, subject to site-specific assessment.
3.What current velocities can silt curtains operate in?
Current velocities below 0.3 m/s allow the curtain to hang vertically and perform at maximum efficiency. Between 0.3 m/s and 1.0 m/s performance is reduced as the skirt begins to flare, creating a gap between the base of the skirt and the seabed and generating additional horizontal loads on the mooring system. Above 1.0 m/s a silt curtain is generally not appropriate - the skirt flares severely, a jet stream forms beneath the curtain that can resuspend settled sediment downstream, and structural loads on the curtain and anchoring system become extreme. In high-current environments an alternative sediment control measure should be considered, or the curtain deployment should be timed to slack water periods only.
4.How should a silt curtain be anchored?
The anchoring system must be installed before the curtain is deployed. Anchors should be positioned to hold the curtain in place against tidal reversal, wind, and current without over-tensioning any single point. Under no circumstances should the curtain be attached directly to piles or poles driven into the seabed - this creates rigid connection points that concentrate load and will damage the curtain. A minimum number of anchor points with appropriate mooring line length to accommodate tidal rise and fall is the correct approach. For tidal sites, a tidal riser accessory allows the curtain to move vertically with the water level without stressing the mooring system.
5.What configuration should the silt curtain be deployed in?
There are four standard configurations: open, closed onshore, closed offshore, and maze. Closed configurations - where the curtain connects to a seawall, beach, breakwater, or other existing structure to fully enclose the work area - deliver the greatest efficiency because they eliminate horizontal flow bypass around the ends of the curtain. Open configurations are used where a closed perimeter is not achievable. The curtain should be positioned perpendicular to the predominant flow direction, deployed within 500m of the sediment source, and upstream of any sensitive receptors such as coral, seagrass, or water intakes.
6.How do waves affect silt curtain performance?
Wave action is one of the most damaging conditions for silt curtain efficiency. Waves generate heave and surge through the freeboard section, creating turbulence at the base of the skirt that can resuspend sediment that would otherwise have settled. Minimum to mild wave action is optimal. In wave-prone environments a Class 3 curtain with increased flotation and heavier ballast is required to maintain curtain position and minimise skirt movement. External foam-filled LDPE floats can be added to increase buoyancy reserve and dampen wave-induced motion.
7.Is vessel traffic a problem for silt curtain deployments?
Yes - vessel wash affects curtain behaviour in the same way as wave action, and the physical risk of vessel contact with the curtain must also be managed. In areas with vessel traffic, increased flotation and heavier ballast are required. You will also need to notify waterways authorities, establish exclusion zones around the curtain, install navigation markers, and provide night-time visibility through reflective buoys or solar lights. Approval from the relevant maritime authority is typically required before deployment in navigable waterways.
8.How long can a silt curtain remain deployed?
Standard Class 1 and Class 2 curtains are designed for deployments under 12 months. For deployments exceeding 12 months, the curtain specification should be upgraded - heavier grade geotextile, heavier PVC casing, increased buoyancy and ballast - to withstand the wider range of weather and hydrodynamic conditions that a longer deployment window will inevitably encounter. Biofouling accumulates on the skirt over time and blocks geotextile permeability, though this has negligible effect on performance since water flow through the skirt material is minimal regardless. Regular inspection and maintenance is required for any deployment longer than three months.
9.What inspection and maintenance is required during deployment?
For deployments longer than three months, implement a scheduled visual inspection programme ranging from daily to quarterly depending on site exposure and regulatory requirements. Key checks include: curtain position and alignment, skirt condition and freedom from seabed entanglement, anchor line integrity, PVC flotation chamber and connector condition, marine growth accumulation, hardware wear at anchoring points, and marker buoy and light operation. Keep a spare curtain section on site - replacing a damaged panel is faster than repairing it in the field. Underwater diver inspection may be required for a thorough assessment of the submerged skirt, particularly following any observed sediment plume within the protected area.
10.Can silt curtains be reused after a project?
Yes, provided the curtain has been inspected and is in sound condition. After recovery, furl the skirt, disconnect from anchoring points, and tow the system back to the launch site. On land, clean the curtain thoroughly with a high-pressure washer to remove biofouling, silt, and sediment from the geotextile. Allow to dry completely before repacking on a pallet for storage. A well-maintained curtain can be redeployed multiple times. Inspect connectors, zippers, webbing, and PVC casing carefully before reuse and replace any worn components.
11.What accessories are available with silt curtains?
Standard accessories include anchor sets, towing bridles, tidal risers, reflective buoys, solar navigation lights, toggle pins, and external foam-filled LDPE floats for additional buoyancy in open water. Skirt material can be upgraded to woven geotextile for specific applications. Webbing can be reinforced and connectors upgraded to heavy duty moulded grade for extreme conditions. Installation and removal services are also available. All accessories are specified at the time of curtain design - contact us with your site conditions and we will recommend the appropriate configuration.
12.What information do I need to provide to get a silt curtain specified and quoted?
To specify and quote accurately we need: project duration and delivery deadline, body of water and general location, any EPA or environmental permit requirements, length of curtain required, water depth at the deployment site, required or estimated skirt depth, average water current speed, average and maximum wind velocity, water depth at low and high tide if tidal influences are present, and whether vessel traffic is present in the deployment area. The more site data provided, the more precisely we can specify the curtain. Contact Geosynthetics Africa directly and we will work through the specification with you.

Specification For The Design, Installation Of Silt Curtains & Turbidity Barriers – Africa

Silt curtain deployment requires advance planning, correct anchoring, and disciplined handling procedures. The two most common causes of silt curtain failure on African waterway projects are inadequate anchoring that allows the curtain to drift or collapse under tidal load, and incorrect skirt depth that causes the curtain to billow, drag the seabed, or flare under current. Both are preventable with correct specification and competent site supervision.

Pre-Deployment Preparation - Install the anchoring system in the waterway before the curtain arrives at the water's edge. Confirm anchor positions account for tidal rise and fall and allow sufficient mooring line length for the curtain to move vertically without stress. Ensure a clear working area on shore or on the deployment vessel. Join pallet sections in consecutive order on land with the skirt remaining furled. For large deployments across multiple pallets, confirm each pallet is numbered and sequenced correctly before any section enters the water.

Towing to Position – Once the desired curtain length is connected and furled, tow the system to the deployment location at a maximum speed of two to three knots. The curtain must remain furled during towing. Never drag an unfurled curtain with the skirt deployed through water - this places severe and undue stress on the webbing, connectors, and skirt material and will cause damage.

Anchoring and Skirt Release – Secure the furled curtain to the anchoring system before releasing the skirt. Check that the skirt is not twisted around the flotation chamber - a twisted skirt will not deploy correctly and will concentrate stress at the twist point. Once the curtain is anchored in the correct position and confirmed untwisted, remove the ties furling the skirt and allow the curtain system to drop into place under its own ballast weight. Do not attach the curtain directly to piles or poles driven into the seabed under any circumstances.

Confirming Correct Deployment – After the skirt has deployed, visually confirm the curtain is sitting vertically in the water column, the ballast chain is hanging freely and not resting on the seabed, and the freeboard is sitting correctly above the waterline. Check that all connector points are secure and that the curtain forms the intended configuration - closed, open, or maze - relative to the work area and any adjacent structures. Confirm a minimum 0.5m gap exists between the skirt base and the seabed at low tide.

Repositioning if Required – If the curtain needs to be moved after initial deployment, furl the skirt before dragging or towing the system to its new position. Never reposition an unfurled curtain. Disconnect from anchoring points, furl, reposition, re-anchor, and re-release the skirt in sequence.

Ongoing Inspection and Maintenance – For deployments longer than three months implement a scheduled inspection programme. Check curtain position, skirt condition, anchor line integrity, connector and zipper condition, marine growth accumulation, and hardware wear at anchoring points at intervals determined by site exposure - from daily in high-energy environments to quarterly in sheltered stable conditions. Keep a spare curtain section on site. Record all inspections and maintenance actions. Where visual inspection from the surface is insufficient, deploy underwater divers to inspect the submerged skirt and connections - particularly following any observed sediment plume within the protected area.

Recovery – Before removing the curtain, cease all marine works and conduct a visual inspection of water quality within the protected area to confirm no active sediment plume. Disconnect the curtain from anchoring points, furl the skirt, and remove the mooring system. Tow the furled curtain back to the launch site. On land, clean with a high-pressure washer to remove biofouling, silt, and sediment, allow to dry completely, and repack on pallets for storage or disposal. A well-maintained curtain can be redeployed on future projects.

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