Геомембраны Геомембрана HDPE (ПНД)
Гладкая геомембрана HDPE (ПНД) по GRI-GM13 — водонепроницаемая полиэтиленовая пленка для пруда, полигона и резервуара, толщина 0,75–3,0 мм.
- GRI-GM13
- 0,75–3,0 мм (30–120 mil)
- Гладкая · чёрная
How a landfill liner system works layer by layer: primary HDPE geomembrane, secondary GCL composite, geonet leachate collection and the cap. Single vs double liner design, and what a liner project costs.
A landfill liner system is the barrier and drainage stack that sits between waste and the surrounding ground and groundwater — it is what keeps leachate from migrating into soil and aquifers, and it is graded, welded and tested to hold that separation for the decades a cell stays active and closed. Ask any regulator or engineer what a liner system in landfill design actually means and the answer is the same everywhere: at minimum a geomembrane, usually paired with a low-permeability clay layer, plus a drainage layer to pull leachate off the liner before hydraulic head builds up. Single-liner systems — one geomembrane over compacted clay — still get approved for inert or low-hazard cells in some jurisdictions, but municipal solid waste and hazardous cells almost always require a composite double liner: primary geomembrane, drainage layer, secondary composite liner. A single breach in one layer doesn't put groundwater at risk if the layer underneath is still intact.
The primary barrier is nearly always HDPE geomembrane, 1.5 mm to 2.5 mm, textured on one or both sides so it grips the drainage layer above and the clay below on side slopes instead of sliding. HDPE is the default landfill plastic liner because it resists the chemical range leachate throws at it — organic acids, dissolved metals, occasional solvents — better than PVC or LLDPE, and it welds into a continuous sheet with fusion or extrusion seams that get tested, air-channel or vacuum-box, panel by panel before the next layer goes down. On a geomembrane liner landfill project the panel layout, seam log and destructive seam samples are as much a part of the deliverable as the sheet itself; a liner that isn't documented seam-by-seam is a liability the day a regulator asks for the QA file.
Below the primary geomembrane and drainage layer sits the secondary liner, and this is where composite construction earns its keep. A geosynthetic clay liner — bentonite stitched or needle-punched between two geotextiles — replaces two feet of compacted clay with a 6-10 mm panel that hydrates and self-seals around minor punctures, then a second geomembrane goes over it to form the composite secondary. This is the double-liner logic regulators write into landfill liner project specs: if the primary geomembrane develops a pinhole — a stone left under it, a weld defect that survives testing, long-term stress cracking — the secondary composite still stops the leachate, and the leak-detection layer between the two liners tells you it happened before it reaches the ground. It's the same composite logic we spec for a secondary containment liner under tank farms, and it works the same way in a lagoon liner or wastewater pond liner: redundancy first, detection second, so one failed layer is an alarm, not a release.
Leachate sitting on top of the liner under head is the single biggest threat to a liner's service life, so the drainage layer above the primary geomembrane isn't optional. A geonet — or a geonet laminated to geotextile on both faces as a geocomposite — carries leachate laterally to perforated collection pipes and the sump, keeping the head on the liner down around the level regulators typically cap it at. Above the geonet, a nonwoven geotextile filters fines out of the waste mass so they don't clog the drainage core, the same filter-and-drain pairing we use on a dam liner or any embankment toe drain. Undersize this layer or skip the filter fabric and the drainage core silts up over a few years; by the time head starts climbing on the liner, the fix means excavating waste to get back down to the drainage layer, which is not a repair anyone wants to schedule.
Closure mirrors the base: a final cover geomembrane over the settled waste, a drainage geonet to shed rainwater before it becomes leachate, then soil and vegetation to control erosion and support the cap through freeze-thaw and settlement. Landfill liner cost runs on installed area more than material grade — expect the geomembrane, GCL, geonet and geotextile package to land in a wide band per square metre depending on liner thickness, site access, welding conditions and whether the site needs a full double-liner composite or a single-liner design is permitted. What moves the number most on a landfill liner project is logistics — panel size versus crew access, weld testing scope, and how much subgrade shaping the site needs before geosynthetics go down — not the raw sheet price. Send us the cell footprint, side-slope grades and the regulatory liner spec, single or composite double, and we'll put together a material takeoff — geomembrane panels, GCL rolls, geonet and geotextile — sized to the drawing rather than a rule of thumb.
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Марки материала, подбор толщины/плотности и диапазоны цен для вашего проекта — на вашу почту.
It depends on waste classification and local regulation. Inert or low-hazard cells are sometimes approved on a single geomembrane over compacted clay, but municipal solid waste and hazardous waste cells almost always require a composite double liner with a leak-detection layer between the primary and secondary barriers.
A geosynthetic clay liner is a factory-made bentonite panel a few millimetres thick that self-seals around minor punctures once hydrated, replacing roughly two feet of compacted clay. It installs faster, takes up far less airspace, and gives more consistent permeability than field-compacted clay, which is why most composite secondary liners now use GCL under a geomembrane rather than clay alone.
1.5 mm to 2.5 mm textured HDPE is standard for landfill primary and secondary liners, with thickness set by regulatory minimums, slope stability and waste type rather than a single fixed number. Textured sheet is used on side slopes and under drainage layers for interface friction; smooth sheet is common on flat cap areas.
Yes. A lagoon liner, wastewater pond liner or dam liner uses the same composite logic as a landfill — geomembrane primary barrier, sometimes a GCL or clay secondary, drainage where head or vapor needs relief — just scaled to the containment's depth and chemistry rather than a waste cell's footprint.
Геомембраны Гладкая геомембрана HDPE (ПНД) по GRI-GM13 — водонепроницаемая полиэтиленовая пленка для пруда, полигона и резервуара, толщина 0,75–3,0 мм.
Бентонитовые маты (ГКЛ) Иглопробивной армированный бентонитовый мат из натриевого бентонита по GRI-GCL3 — самозалечивающийся глиняный экран для прудов, полигонов и противофильтрационной защиты.
Геотекстиль Иглопробивной нетканый геотекстиль (дорнит) из штапельного волокна ПЭ/ПП по AASHTO M288 — геополотно для фильтрации, разделения, дренажа и защиты в дренажах и под основаниями.
Противоэрозионная защита Экструдированная плоская сетка из ПНД (геосетка) в 7 моделях, 550–1240 г/м² — для укрепления откосов, ограждений и армирования грунта.
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