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Channels and irrigation ditches
Irrigation channels and ditches require a continuous lining matched to open-channel flow, abrasion, joint movement and agricultural water chemistry. Match the build-up to substrate, exposure and detailing; confirm the current system specification and product technical data sheet.
Use and application
This page covers waterproofing of irrigation channels and ditches. Start by qualifying the substrate, exposure, service level and maintenance constraints. Porosity Sealer and Impermax A are reference points for this use case, not an automatic system selection. Compare the current Products and Systems documentation, and use the associated application context at Irrigation cisterns to keep the scope distinct.
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Flow, abrasion and channel joints
Open channels see continuous or intermittent water flow, sediment abrasion, UV on exposed faces and seasonal wet–dry cycles. Concrete or masonry linings bring porosity, cracking and joint movement; soil or lined ditches need a detail that holds under flow velocity and maintenance access. Longitudinal joints, expansion joints, sluice interfaces, inlets, outlets and transitions need the same continuity as the main channel bed and walls.
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Layers and references
Define the sequence from prepared substrate through primer or bond coat, functional membrane or body coat, reinforcement where specified, and protective or finish layer where required. Use the current technical data sheet for preparation, mixing, consumption, thickness, overcoat windows and cure; the Calculator supports quantities, while Systems and the product references establish the applicable route.
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Common mistakes
- Treating the channel bed as the whole lining and omitting wall faces, longitudinal joints, sluices or inlet/outlet terminations.
- Ignoring flow velocity and sediment abrasion when selecting lining thickness and protection.
- Applying over damp, contaminated or weak substrate without a documented preparation and moisture check, or closing before adhesion, thickness and cure are verified.
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Operating sequence
1. Record flow regime, water chemistry, channel dimensions, substrate condition and service scenario. 2. Map longitudinal joints, expansion joints, sluices, inlets, outlets and repair zones. 3. Select a compatible route in Systems and verify every layer against the current technical data sheet. 4. Calculate quantities with the Calculator. 5. Approve a representative area, document preparation and application controls, inspect continuity and release the channel only when the project requirements are met.
