Geomembrane for Evaporation Pond UV Resistant Grade
Geomembrane for evaporation pond UV resistant grade refers to high-density polyethylene (HDPE) or linear low-density polyethylene (LLDPE) impermeable liners specifically formulated with carbon black and antioxidant stabilization packages to withstand prolonged ultraviolet exposure, thermal cycling, and chemical concentration typical in open evaporation pond environments.
Technical Parameters and Specifications
Typical HDPE UV Resistant Grade for Evaporation Ponds
Material: HDPE (PE100 or equivalent grade resin)
Thickness Range: 1.0 mm – 2.5 mm (common: 1.5 mm, 2.0 mm)
Density: ≥0.940 g/cm³
Carbon Black Content: 2.0% – 3.0%
Carbon Black Dispersion: Category 1 or 2
Tensile Strength at Yield: ≥15 kN/m (1.5 mm typical)
Elongation at Break: ≥700%
OIT (Std.): ≥100 min
UV Resistance (5000 hrs exposure): ≥50% retained tensile strength
Puncture Resistance (1.5 mm): ≥350 N
Environmental Suitability
Service Temperature Range: -40°C to +60°C
Excellent resistance to saline, brine, and mining effluents
Long-term outdoor exposure capability without immediate cover
Selection of geomembrane for evaporation pond UV resistant grade depends on UV intensity index, chemical composition, and design lifespan (typically 10–20 years).
Structure and Material Composition
Typical Cross-Section Structure
UV-Stabilized HDPE Base Resin
Carbon Black (2–3%) for UV Shielding
Primary Antioxidant Package
Secondary Heat Stabilizers
Optional Textured Surface (one or both sides)
Textured vs Smooth Surface
Smooth: Suitable for flat-bottom evaporation ponds
Textured: Improved interface friction on slopes ≥1:3
The stability of geomembrane for evaporation pond UV resistant grade largely depends on proper carbon black dispersion and antioxidant formulation.
Manufacturing Process
Production Workflow
Raw resin batching and additive dosing
High-intensity mixing for uniform dispersion
Triple-layer co-extrusion (if multilayer design)
Flat die sheet extrusion
Calibrated thickness control (automatic gauge monitoring)
Surface texturing (if required)
Cooling and roll winding
Laboratory QC testing (density, tensile, OIT, dispersion)
Critical Control Points
Carbon black dispersion uniformity
Oxidative induction time consistency
Thickness tolerance (±5%)
Surface defect inspection
Strict process control ensures long-term UV durability for geomembrane for evaporation pond UV resistant grade installations.
Industry Comparison
| Criteria | HDPE UV Grade | LLDPE | PVC Liner |
|---|---|---|---|
| UV Resistance | Excellent | Good | Moderate |
| Chemical Resistance | High | High | Moderate |
| Flexibility | Moderate | High | High |
| Service Life (Exposed) | 15–20 Years | 10–15 Years | 5–10 Years |
| Typical Application | Mining & Salt Ponds | Flexible Basins | Temporary Ponds |
Application Scenarios
EPC Contractors
Mining evaporation ponds, lithium brine concentration basins, and industrial wastewater evaporation systems.
Distributors / Importers
Supply to arid and high UV index regions requiring long-term exposed liner systems.
Engineering Consultants
Projects requiring predictable UV aging performance and third-party testing compliance.
Core Pain Points and Engineering Solutions
Severe UV Degradation → Specify ≥2% carbon black and validated OIT performance.
Slope Instability → Select textured geomembrane with verified interface friction angle.
Chemical Concentration Attack → Confirm compatibility testing for brine or mining effluents.
Thermal Expansion Stress → Design anchor trenches and allow expansion slack.
Premature Oxidation → Require high OIT values and certified antioxidant package.
Risk Warnings and Mitigation
Avoid installation during peak surface temperatures >45°C.
Prevent long-term mechanical abrasion from crystallized salts.
Ensure subgrade compaction to ≥95% standard Proctor.
Conduct destructive seam testing per 500 m interval.
Failure to properly specify geomembrane for evaporation pond UV resistant grade can result in premature cracking and leakage.
Procurement Selection Guide
Define exposure condition (fully exposed vs partial cover).
Determine design life requirement (≥15 years typical).
Select thickness based on subgrade and chemical load.
Verify UV testing reports (accelerated weathering ≥5000 hrs).
Confirm OIT and carbon black dispersion compliance.
Evaluate supplier extrusion capacity and quality control system.
Request sample roll for weldability testing.
Engineering Case Study
Project: Lithium brine evaporation pond
Location: Arid desert region
Specification: 2.0 mm HDPE, double-sided textured, UV resistant grade
Total Area: 85,000 m²
Performance: Installed with dual-track wedge welding; 36-month inspection confirmed no significant tensile reduction or surface cracking under continuous UV exposure.
This demonstrates the suitability of geomembrane for evaporation pond UV resistant grade in high-intensity solar environments.
FAQ
1. What carbon black percentage is recommended?
Between 2–3% for optimal UV shielding.
2. Is HDPE better than LLDPE for UV exposure?
HDPE generally provides longer exposed service life.
3. Can the liner remain permanently uncovered?
Yes, if UV resistant grade is specified correctly.
4. What thickness is common for mining ponds?
1.5 mm to 2.0 mm depending on risk assessment.
5. How is UV performance verified?
Accelerated weathering and retained tensile strength tests.
6. Is textured surface mandatory?
Required on slopes to improve friction stability.
7. What is OIT?
Oxidative Induction Time indicating antioxidant resistance.
8. How long can installation rolls remain stored outdoors?
Preferably less than 6 months under protective cover.
9. What welding method is recommended?
Hot wedge welding for field seams.
10. Is third-party testing necessary?
Recommended for large-scale or regulated projects.
Request Quotation or Technical Documentation
For detailed technical data sheets, UV aging reports, seam welding specifications, or project-based pricing for geomembrane for evaporation pond UV resistant grade, submit a formal RFQ with project parameters including exposure duration, chemical type, and area size.
Authoritative Technical Background (E-E-A-T)
This technical guide is prepared by geosynthetics engineers with over 15 years of experience in mining, wastewater, and evaporation pond liner design, manufacturing quality control, and international project implementation.
All parameters are based on standard industry specifications and verified field performance data.

