IAGI Installer Member

Dewatering Systems

GeoCurtain™ Class 2 Silt Curtain – River & Moderate Conditions

GeoCurtain™ Class 2 Silt Curtains are medium-duty turbidity barriers built for rivers, calm harbours and other sheltered waterways exposed to moderate wind and water forces, suited to medium-term marine and dredging projects.

Three Performance Classes – Class 1 for still water – Class 2 for rivers and harbours – Class 3 for open ocean and river mouths – matched to your site conditions
Skirt Depths from 1m to 20m – Class 1 up to 2m – Class 2 up to 8m – Class 3 up to 20m – custom depths available to specification
260gsm Nonwoven Geotextile Skirt – filters particles above 90 microns – high filtration capacity – biofouling resistant – woven geotextile option available
Closed Cell Polyethylene Foam Flotation – crumble resistant – oil resistant – encased in UV resistant PVC – continuous buoyancy along full curtain length
Galvanised Chain Ballast – sewn into continuous chain pocket at curtain base – full-length tension – keeps curtain vertical through water column

Overview

GeoCurtain™ Class 2 Silt Curtains step up in strength and buoyancy from the Class 1 range to handle medium-risk conditions - moderate current, wind and wave exposure typical of rivers, sheltered harbours and estuaries. They are the most commonly specified class for medium-term deployments where some tidal movement and vessel wash are expected but full open-water exposure is not.

The design retains the same core components as Class 1 - flotation chamber, geotextile skirt and continuous ballast chain - but with heavier-gauge materials, larger floats and reinforced connection points to withstand sustained hydrodynamic loading over longer deployment periods.

The float chamber is manufactured from UV-stabilised PVC (610gsm) with closed-cell, oil- and crumble-resistant PE foam flotation, sized at 100mm x 100mm or 150mm x 150mm. The standard skirt uses a 260gsm non-woven geotextile (approximately 90-micron filtration), with woven alternatives available on request. High-tensile 50mm webbing rated to 2 tonnes breaking strain is fitted in two strips - one above the float chamber and one below - with skirt depths of up to 8m and a 6mm–8mm ballast chain pocket. Connections use marine-grade #10 zippers along the skirt and standard ASTM F962 extruded aluminium Z-connectors at the float chamber, with two triangle reinforcement patches fitted for added durability under lateral load. Handles and shackles are standard, with optional anchoring points, toggle pins and reflective buoys available.

Typical applications include rivers and estuaries with moderate current; calm harbours and sheltered marina basins; bridge and pier construction or maintenance; and dredging or reclamation works of moderate duration (up to approximately 12 months).

Class 2 curtains are supplied furled and pre-connected in sections up to 100m per pallet. Anchoring must be installed ahead of deployment, and towing speed should not exceed 2–3 knots while furled. Given the increased skirt depth range, site-specific tidal data should be used to confirm the curtain will maintain the recommended 0.5m clearance above the seabed at low tide across the full tidal cycle.

  • MaterialPVC (float chamber) with non-woven geotextile skirt
  • StructureFloating boom with reinforced geotextile skirt, dual webbing straps and continuous chain ballast
  • StandardClass 1 / Class 2 / Class 3
  • Roll WidthSkirt Depth: Up to 8m
  • Roll LengthStandard Section Length: 100m per section (furled)

Typical Properties

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

Note: The above specifications represent the product family properties. Please refer to the product datasheet for individual SKU values.

Typical Applications

View all applications
Marine Construction and Dredging

Silt curtains are standard specification on marine construction projects involving seabed disturbance - harbour construction, jetty and pier installation, bridge foundation works, pipeline laying, and capital and maintenance dredging. Suspended sediment generated by these activities can migrate significant distances in tidal and current-driven environments. A correctly classed and positioned silt curtain contains the turbidity plume within the work area and allows sediment to settle before water is returned to the surrounding environment.

Port and Harbour Works

Port expansion, berth deepening, and harbour infrastructure projects operate in enclosed or semi-enclosed water bodies where turbidity control is critical to protecting adjacent users, marine ecosystems, and water quality. Class 2 and Class 3 curtains are typically required depending on exposure and tidal conditions. Vessel traffic management, navigation marking, and waterways authority approvals are standard requirements for curtain deployments in operational port environments.

Coastal and Estuarine Infrastructure

Coastal road crossings, culvert installations, bridge works, and shoreline stabilisation projects in estuarine and tidal environments disturb sediment in ecologically sensitive zones. Mangroves, seagrass beds, and estuarine fish nursery habitats are highly sensitive to elevated turbidity and sediment deposition. Silt curtains deployed upstream of these receptors limit sediment transport and support compliance with coastal and environmental permit conditions that are increasingly standard across African regulatory frameworks.

Coral Reef and Seagrass Protection

Coral reefs and seagrass beds are vulnerable to turbidity through two mechanisms - daylight attenuation that reduces photosynthesis, and physical sediment deposition that buries and smothers organisms. Construction and dredging works near reef and seagrass environments require active turbidity management as a condition of environmental approval across most African coastal jurisdictions. Silt curtains deployed between the work area and sensitive receptors provide the primary barrier against sediment migration toward these habitats.

River and Inland Waterway Works

River bridge construction, culvert installation, bank stabilisation, in-stream infrastructure works, and river crossing pipeline installations all disturb riverbed and bank sediment in flowing water environments. Class 1 curtains suit low-flow inland sites; Class 2 curtains are required where current velocities and flow volumes are moderate. Curtain deployment in rivers must account for flow direction, tidal reversal in tidal reaches, and the need to maintain a gap between the skirt base and riverbed to prevent jet stream formation beneath the curtain.

Compatible Systems

View all systems
Class 1 – Still Water & Sheltered Sites

For low-energy environments with little to no tidal, wave, or wind forces. Typical applications include lagoons, ponds, streams, and enclosed construction zones. Features 400gsm PVC float chamber, 50mm x 100mm floats, 25mm webbing with 1T breaking strain, 6mm galvanised ballast chain, and skirt depths up to 2m. Bowshackle connectors on float chamber with marine grade zipper on skirt. Suitable for short-term deployments in still or near-still water.

Class 2 – Rivers, Ports & Calm Harbours

For medium-energy environments with moderate wind and water forces. Typical applications include rivers, calm harbours, canals, and coastal construction in sheltered water. Features 610gsm PVC float chamber, 100mm x 100mm or 150mm x 150mm floats, 50mm webbing with 2T breaking strain above and below float chamber, 6mm–8mm galvanised ballast chain, and skirt depths up to 8m. Standard ASTM F962 extruded aluminium Z-connectors with 2 triangle patches for added strength.

Class 3 – Open Ocean, Harbour Entrances & River Mouths

For high-energy environments with strong wind and water forces. Typical applications include open ocean, exposed harbour approaches, river mouths, and long-term deployments subject to variable sea states. Features 900gsm PVC float chamber, 150mm x 150mm or 200mm x 200mm floats, 50mm webbing with 5T breaking strain at three positions including above chain pocket with upgraded load strap, 8mm–13mm galvanised ballast chain, and skirt depths up to 20m. Heavy duty ASTM F962 Z-connectors, optional external HDPE floats, reflective buoys, and toggle pins.

Installation Guidance

Standard Method Statement

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.

Quality Assurance & Testing

Field QA/QC Checklist

  • Delivery & Storage: Materials checked against the delivery note and conformance certificates, stored off the ground, covered from UV and kept clear of sharp objects and fuel.
  • Configuration: Curtain type, depth and alignment checked against the design for water depth, current and wave conditions.
  • Anchoring: Anchors and mooring lines placed as designed; ballast chain hangs freely.
  • Inspection: Inspected daily during works for gaps, damage and anchor drag; turbidity monitored outside the curtain where required.

Manufacturing Standards

  • Manufacturer deployment guide
  • Project environmental management plan

Documents

CATEGORY GUIDEPDF DOCUMENT

Product Selection Guide

Compare performance properties across the entire category hierarchy before specifying.

View guides
INSTALLATIONPDF DOCUMENT

Installation & Method Statement

Standard deployment procedures, installation specifications, and field application method statements.

QUALITY CHECKLISTREQUEST ON DEMAND

QA/QC Site Checklist

Field quality control procedures, inspection checklists, and testing standards to verify installation integrity.

TECHNICAL SPECREQUEST ON DEMAND

Technical Data Sheet (TDS)

Guaranteed minimum average roll values (MARV) and material testing properties.

ACCESSORIES GUIDEREQUEST ON DEMAND

Chemical Resistance / Accessories Guide

Chemical compatibility matrix and list of auxiliary materials needed for installation.

Projects Using GeoCurtain™ Class 2 Silt Curtain – River & Moderate Conditions

Case studies and reference projects for GeoCurtain™ Class 2 Silt Curtain – River & Moderate Conditions will be published shortly. Contact our technical team for reference projects across Africa.

Submit your BOQ.

Get a quote – not just a price.

Upload your BOQ or speak to our technical team for expert recommendations and support.

Quick Contact