| 1. Match the drain format to the installation | Wall backfill, retaining structures, tunnels, foundations, or other confined drainage areas. | A narrow strip or panel drain suits linear installations; broader drainage sheets cover larger surfaces. Confirm whether the product is a geocomposite drain with a plastic core and filter fabric. | Core profile, installation orientation, drainage direction, and whether the design needs a separate collector pipe or outlet. |
| 2. Select width and thickness for the available space | Trench or cavity dimensions, wall geometry, and clearance around penetrations or structural details. | Compare drain width and core thickness against the drawings. Available dimensions vary by product; do not assume that nominal thickness equals the installed drainage gap under load. | Dimensional tolerances, roll or panel lengths, cutting method, and the product’s thickness under the specified compressive load. |
| 3. Check flow capacity under project conditions | Expected water inflow, drainage path length, slope, and the pressure from soil or adjacent construction. | Compare in-plane transmissivity or flow rate, not just the visual size of the core. Flow performance depends on hydraulic gradient, normal pressure, and test conditions. | Test method, applied pressure, hydraulic gradient, specimen orientation, and whether reported results are short-term or include long-term reduction factors. |
| 4. Choose a polymer suited to exposure and temperature | Buried or exposed use, soil chemistry, installation temperature, and expected service environment. | Plastic cores are commonly made from polymers such as HDPE or polypropylene. The right choice depends on the product design and project exposure; material names alone do not establish durability. | Polymer identification, recycled-content disclosure if relevant, chemical-resistance data for the expected exposure, and declared temperature limits. |
| 5. Match the filter fabric to the soil | Soil particle-size distribution, fines content, groundwater conditions, and risk of soil migration into the drainage core. | Compare geotextile apparent opening size, permittivity, and robustness with the project’s soil-retention and water-flow requirements. A finer fabric is not automatically better for every soil. | Relevant test reports, fabric type and mass per unit area, seam or wrap details, and compatibility with the project soil. |
| 6. Confirm compressive performance and protection needs | Burial depth, backfill type, compaction method, and construction traffic or handling loads. | Compare compressive behavior at a stated load and consider whether a protection or separation layer is needed. A peak compressive-strength figure alone may not describe flow retention over time. | Test method, deformation at the stated load, flow capacity under load, and installation guidance for backfilling and compaction. |
| 7. Plan outlets, joints, and compliance before ordering | Drain termination, connection to a collector, site layout, local regulations, and delivery constraints. | Check compatible connectors, overlap or joint details, outlet spacing, roll dimensions, and packaging. A drainage layer needs a clear route for water to discharge. | Project-specific drawings, applicable local specifications, current product test reports, installation instructions, and a sample or mock-up where details are critical. |