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Borealis HDPE HE3493-LS-H

    • Product Name: Borealis HDPE HE3493-LS-H
    • Factroy Site: Yudu County, Ganzhou, Jiangxi, China
    • Price Inquiry: admin@ascent-chem.com
    • Manufacturer: Ascent Petrochem Holdings Co., Limited
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    Specifications
    HS Code 579616
    Product Name Borealis HDPE HE3493-LS-H
    Material Type High-density polyethylene (HDPE)
    Grade PE100 / PE100-RC
    Color Black
    Density Kg M3 958–959
    Melt Flow Rate 190c 5kg G 10min 0.22–0.25
    Melting Temperature C 130
    Thermal Conductivity W Mk 0.38
    Tensile Stress At Yield Mpa 23
    Elongation At Break Percent >600
    Flexural Modulus Mpa 1000–1100
    Charpy Notched Impact Strength 23c Kj M2 20
    Charpy Notched Impact Strength Minus30c Kj M2 10
    Vicat Softening Temperature C 120
    Water Absorption Percent <0.01
    Linear Thermal Expansion Coefficient Per C 1.5e-4
    Carbon Black Content Percent 2.0–2.5
    Oxidation Induction Time 200c Min >20

    As an accredited Borealis HDPE HE3493-LS-H factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing Borealis HDPE HE3493-LS-H pellets are typically packaged in 25 kg polyethylene bags or 1,000 kg bulk bags, with bulk options.
    Container Loading (20′ FCL) Borealis HDPE HE3493-LS-H is loaded in 25 kg bags on pallets, shrink-wrapped, into a 20′ FCL, about 24–25 MT.
    Shipping Borealis HDPE HE3493-LS-H is shipped as non-hazardous, solid polyethylene pellets in sealed 25 kg bags, octabins, or bulk containers on pallets. It is not regulated for transport (no UN number, class, or packing group). Store cool, dry, away from direct sunlight and ignition sources.
    Storage Store Borealis HDPE HE3493-LS-H in original, sealed packaging on pallets in a dry, clean, well-ventilated warehouse. Protect from direct sunlight, UV, moisture, heat, ignition sources, and contamination. Keep away from strong oxidizers. Maintain ambient temperature, avoid excessive stacking or prolonged outdoor exposure, reseal opened bags, and follow FIFO rotation and local regulations.
    Shelf Life Store dry, cool, ventilated, below 30°C, protected from UV and sunlight; shelf life about 24 months in unopened original packaging.
    Application of Borealis HDPE HE3493-LS-H

    ISO 12162 classifies HE3493-LS-H as a PE100 compound with a minimum required strength of 10 MPa at 20°C for 50 years under internal hydrostatic load per ISO 9080. In potable water service, finished pipe is covered by ISO 4427-1 and regional implementations such as EN 12201-1 and AS/NZS 4130; where North American approvals are required, the extruded article must pass leachate protocols under NSF/ANSI 61. Under ISO 4427-2 with a service design coefficient of 1.25, SDR 11 yields PN 16 and SDR 17 yields PN 10 for PE100 at 20°C. Production-scale extrusion uses a single-screw, grooved-feed machine with L/D ratio between 30:1 and 36:1, barrel set points from 40°C in the feed zone to 220°C in the metering zone, and die-head melt temperature held between 200°C and 225°C. The lower bound is limited by die-head pressure accumulation and melt fracture risk at the mandrel exit; the upper bound is limited by thermo-oxidative degradation, with oxidation induction time measured by ISO 11357-6 at 210°C as the release indicator. Commercial extrusion lines typically hold die-head pressure between 200 bar and 320 bar; sustained operation above 350 bar accelerates mandrel and screw wear. The low-sag character of HE3493-LS-H permits wall-thickness eccentricity control in SDR 11 and SDR 17 pipe above DN 315, where gravity-driven melt displacement during vacuum calibration is the main defect source. For thick-wall SDR 11, melt-temperature variation across the die circumference should not exceed ±5°C if eccentricity is to remain below 5% of nominal wall. Internal mandrel cooling and multi-stage spray tanks with water temperature between 15°C and 25°C reduce frozen-in residual stress; longitudinal shrinkage is checked by ISO 2505. Output rates depend on outside diameter and SDR. Stable production of DN 110 SDR 11 has been observed on lines with haul-off speeds up to 4 m/min; larger diameters require slower line speed because heat removal through the wall scales with wall thickness. Screen packs are replaced when head pressure rises more than 10% from the initial value at constant screw speed. The raw-material quality-control matrix for this service is listed below.

    Quality-control matrix for HE3493-LS-H in pressure pipe service
    ParameterMethodControl value / range
    DensityISO 1183-1958–962 kg/m³
    Melt flow rate (190°C, 5 kg)ISO 1133-10.25–0.35 g/10 min
    Carbon black contentISO 69642.0–2.5 wt%
    Carbon black dispersionISO 18553≤ grade 3
    Oxidative induction time (210°C)ISO 11357-6≥ 20 min
    Hydrostatic strength (20°C, 50 yr)ISO 116710 MPa

    What Limits Rapid Crack Propagation Resistance in Buried Gas Distribution Networks?

    ISO 4437-1 and EN 1555 set design and testing requirements for PE100 gas piping; HE3493-LS-H is processed into SDR 11, SDR 17, and SDR 21 pipes depending on regional maximum operating pressure calculations. The governing failure mode in buried gas distribution is not long-term creep but rapid crack propagation. The full-scale test in ISO 13477 at 0°C starts an axial crack from a mechanically struck notch; the measured critical pressure must remain above the system operating pressure multiplied by the applicable safety factor. Pipe from this grade exhibits high arrest energy at the crack tip because the bimodal molecular weight distribution and controlled comonomer placement raise the critical pressure under S4 test conditions. Butt fusion joints for gas networks are made under ISO 21307 with an interfacial pressure of 0.15 N/mm², heater plate temperature between 200°C and 230°C, and bead size checked against the applicable annex tables. Electrofusion joints follow ISO 12176-2 and fitting manufacturers’ time/pressure envelopes; the pipe surface is scraped to a depth of 0.1–0.2 mm immediately before assembly to remove oxidized skin. Gas service imposes little thermal derating because buried mains rarely exceed 20°C, but if surface stock is stored at RH above 65% and condensation appears, drying at 70–80°C for 2–4 h with desiccant air prevents weld-line bubbles. Odorant compatibility with tetrahydrothiophene and mercaptan blends at distribution odourisation levels is generally non-aggressive to PE100, but verification against the specific odorant supplier formulation is required.

    In industrial effluent service, pipe selection begins with ISO 15494:2003 and the chemical resistance checklist in ISO/TR 10358 and DIN 8075 Beiblatt 1. HE3493-LS-H is not selected by pressure rating alone; the full fluid composition, including trace organics and oxidizers, must be checked against the resistance tables. Dilute mineral acids such as sulfuric acid up to 10 wt% at 20°C, sodium hydroxide solutions up to 50 wt% below 40°C, and neutral or slightly acidic brines are routinely conveyed in PE100 pipe systems. Concentrated oxidizing acids such as nitric acid above 20 wt%, mixed acid, aromatic hydrocarbons, and chlorinated solvents require exclusion or derating to below the hydrostatic design envelope; published data for this specific grade in these media is limited, and immersion testing per ISO 175 should be carried out before service. Temperature and pressure derating are multiplicative. The PE100 design stress at 40°C is below the 20°C value under the temperature derating coefficients in ISO 15494:2003, and aggressive chemicals impose an additional chemical resistance factor. Jointing on industrial lines uses butt fusion per ISO 21307 or electrofusion per ISO 12176-2; flanged connections with thermoplastic stub ends are common where dismantling is required. Solvent cementing is not compatible with PE100 and must be excluded. Wall thickness is determined first by internal pressure using the SDR formulas and then increased by an erosion allowance if the fluid contains suspended solids. For dilute effluent with pH between 2 and 12 at ambient temperature, design life is controlled by long-term creep stress rather than chemical attack, provided the surface is not exposed to strong oxidizers.

    Mining Slurry and Tailings Lines: Wear Allowance, Velocity, and Particle-Wall Contact

    In minerals processing, HDPE PE100 pipes are selected for tailings, process water, and low-solids slurry transport. In this service, pressure design follows ISO 9080-derived SDR formulas, but field life is controlled by erosive wall loss. Published data for HE3493-LS-H under high-solids silica slurry is limited; pilot-scale slurry loop testing with the actual particle size distribution is the normal basis for life prediction. Flow velocity is kept between 2.5 m/s and 4.5 m/s for settling slurries; velocities above 6 m/s sharply increase wall loss in carbon-black-filled PE100 because particle impact energy shifts toward cutting wear. The internal surface roughness of clean PE100 pipe is in the region of 0.005–0.02 mm, but deposited solids increase apparent friction and pump energy. Wall thickness selection uses the pressure-based SDR calculation plus a sacrificial wear allowance, often between 10 mm and 20 mm, depending on particle hardness, slurry concentration, and required service life. Butt fusion and electrofusion joints are used in slurry lines; backing rings and mechanical couplings are avoided where solids can trap and erode the joint gap. The same grade is also used as a slip-lining carrier inside worn steel pipelines, where the annulus is grouted; in that configuration external crushing during pulling and abrasion resistance during insertion become as important as internal slurry performance.

    When Trenchless Pullback Introduces External Notches into PE100 Pipe

    Pullback forces in horizontal directional drilling introduce tensile loads, bending, and external scratching absent from open-trench installation. The permissible pullback force is calculated by limiting axial tensile stress to a fraction of PE100 yield stress, typically not exceeding 10–14 MPa for safe pulling with allowance for stress concentration at the pull head. The exact allowable stress depends on pipe SDR, ambient temperature, and planned residence time in the borehole; ISO 11295 and ASTM F1962 provide calculation frameworks. External scratches from rock strews or steel edges create stress concentrations that can reduce remaining slow crack growth life under sustained internal pressure. Tool marks deeper than 10% of the minimum wall thickness are cause for cutout or mechanical repair unless a detailed fracture mechanics assessment demonstrates sufficient remaining design life. The notch resistance of HE3493-LS-H is governed by PE100 slow crack growth classification under ISO 9080 and ISO 13479; however, no laboratory test fully reproduces the mixed-mode loading of pullback over a curved borepath. Minimum bend radius in horizontal directional drilling is commonly 40 times outside diameter for SDR 11 PE100; smaller radii require lower pull forces and detailed finite-element analysis of bending strain. Butt fused joints are pulled only after cooling to ambient temperature; pulling before full joint cooling can distort the bead and introduce axial misalignment. Electrofusion joints are generally not placed in the high-bending region of entry and exit curves. External surfaces are inspected after pullback and before pressure testing per ISO 4427-5 or EN 805 for water service.

    Closed-Loop Geothermal Heat Exchanger Pipe Demands Fusion Traceability

    For closed-loop ground-source heat pump circuits, PE100 pipe operates at heat transfer fluid temperatures between −5°C and 40°C and system pressures commonly under 4 bar. In this application the pressure load is below the PE100 hydrostatic design limit, so the controlling requirements are joint integrity under thermal cycling and slow crack growth resistance in notched backfill conditions. Butt fusion is carried out per ISO 21307 and electrofusion per ISO 12176-2; local mechanical codes often require traceable joint reports because the circuit is buried and inaccessible after backfill. Published data for HE3493-LS-H under geothermal-specific thermal cycling is limited; qualification relies on system pressure testing and joint inspection rather than long-term hydrostatic testing. The pipe must be installed below frost depth, and thermal expansion forces are accommodated by serpentine loop layout and soil friction rather than expansion anchors.

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    Certification & Compliance
    More Introduction

    Borealis HDPE HE3493-LS-H is supplied as a black high-density polyethylene compound for solid-wall pressure pipe extrusion. The resin is classified as PE 100 under ISO 12162, with a minimum required strength of 10.0 MPa at 20 °C and 50 years derived from ISO 9080 hydrostatic regression. The compound incorporates carbon black at a nominal content between 2.0 % and 2.5 % by mass, measured by ISO 6964, which provides ultraviolet stabilization for above-ground storage and exposed pipe sections prior to burial. The product is intended for pipe manufactured to EN 12201 for potable water, ISO 4427 for water distribution, and ISO 15494 for industrial pressure systems. Pressure rating is not a resin property alone; the pipe manufacturer derives the nominal pressure from the standard dimension ratio, the design stress of 8.0 MPa, and the temperature derating factors of the applicable product standard. The grade is commonly converted into solid-wall pipe from 110 mm to beyond 1600 mm outside diameter. Actual diameter ranges depend on extruder size, die tooling, and calibration equipment rather than the resin itself. No resin property establishes a maximum diameter; pipe dimensions are limited by processing equipment and downstream cooling capacity.

    In comparison with PE 80 compounds, the PE 100 classification allows an increase in the allowable design stress from 6.3 MPa to 8.0 MPa at 20 °C. For the same nominal pressure and outside diameter, a PE 100 pipe can have a thinner wall than a PE 80 pipe under ISO 4427. Direct substitution of PE 80 by this grade therefore requires re-calculation of pressure class, ring stiffness, buckling resistance, and longitudinal bending stress, not merely resin replacement. Published data for specific buried configurations using this grade is limited; type testing remains mandatory under the product standard.

    Across the material specification sheet, the following typical values are reported by the manufacturer. They are not to be construed as minimum specification limits unless stated in a purchase agreement.

    Property Typical value Test method
    Density (compound) 0.959 g/cm³ ISO 1183-1
    Melt flow rate (190 °C/5 kg) 0.23 g/10 min ISO 1133-1
    Melt flow rate (190 °C/21.6 kg) 7.0 g/10 min ISO 1133-1
    Tensile stress at yield 23 MPa ISO 527-2
    Tensile strain at break >600 % ISO 527-2
    Flexural modulus 1100 MPa ISO 178
    Charpy notched impact strength at 23 °C 25 kJ/m² ISO 179-1/1eA
    Charpy notched impact strength at -30 °C 12 kJ/m² ISO 179-1/1eA
    Carbon black content 2.0–2.5 % ISO 6964
    Carbon black dispersion ≤3 ISO 18553
    Oxidation induction time at 210 °C >20 min ISO 11357-6

    The dispersion rating of ≤3 under ISO 18553 is operationally significant because larger agglomerates act as stress concentrators under slow crack growth loading. The carbon black content range of 2.0–2.5 % is the primary UV stabilizer; weathering resistance in above-ground applications is governed by this parameter rather than by the base resin molecular weight.

    What Melt Rheology Governs Large-Diameter Pipe Extrusion?

    The melt flow rate measured at 190 °C under 5 kg is 0.23 g/10 min under ISO 1133-1. At 21.6 kg the melt flow rate is 7.0 g/10 min. The difference between the two load conditions indicates pronounced shear thinning and is associated with a bimodal molar mass distribution. The high-molecular-weight fraction contributes melt elasticity and sag resistance; the lower-molecular-weight fraction allows throughput on conventional grooved barrel extruders. Melt extensibility cannot be characterized by melt flow rate alone. Pipe producers assess sag on circular dies by measuring wall thickness at the lower and upper circumference immediately after calibration. For diameters above 800 mm, the low-sag character reduces the risk of gravitational thinning of the melt tube before calibration. Published processing data indicates that the die exit melt temperature should be held within ±5 °C of the target; excursions beyond this band produce measurable wall thickness variation.

    Rheological measurements under ISO 11443 at 190 °C and 210 °C show that apparent viscosity at low shear rates remains high enough to prevent sag, while viscosity at extrusion shear rates above 100 s⁻¹ falls into the range required for stable output. The processing window is not defined by melt temperature alone; residence time and shear history also modify the melt structure. Long residence times at melt temperatures above 230 °C accelerate thermo-oxidative chain scission and reduce the high-molecular-weight tail, causing a loss of sag resistance. Extruder capacity should therefore be matched to output rate so that high-temperature residence time is minimized.

    Die Pressure and Melt Temperature Determine Wall Thickness Uniformity.

    In production-scale conversion, single-screw extruders with L/D ratios of 30:1 to 36:1 and grooved feed sections are specified for this grade. The grooved barrel generates high feed-zone pressure and permits stable throughput despite the high melt viscosity of the compound. Screen packs with mesh sizes from 0.25 mm to 0.50 mm are common; head pressures below 35 MPa are recommended to limit shear heating. At head pressures above this threshold, melt temperature can rise by 5 °C to 10 °C across the screen pack, narrowing the die temperature control window. Calibration sleeves and vacuum tanks downstream of the die must be aligned with the melt exit diameter to prevent thickness oscillation. The low-sag behavior of the grade is only fully realized when the melt temperature at the die exit and the haul-off speed are held constant; fluctuations in haul-off speed exceeding ±1 % are sufficient to create periodic wall thickness variation in pipe diameters above 500 mm.

    Die land length and die gap are selected to maintain wall shear stress below critical melt fracture thresholds for HDPE. For diameters above 400 mm, spiral mandrel dies are preferred over spider dies because weld-line integrity is improved. Weld-line strength in spiral channels depends on melt temperature and residence time in the spiral overlap region; excessively high melt temperature reduces melt strength and can create localized wall thinning at the lower die circumference. Melt pressure fluctuation at the breaker plate is monitored; cyclic pressure variation above 0.5 MPa is associated with unstable output and can indicate screen pack blinding or feed-zone bridging.

    During conversion, barrel temperature profiles are typically set from 180 °C in the feed zone to 220 °C near the die adapter. Melt temperature measured at the die entry should remain between 190 °C and 225 °C. Pre-drying is not normally required for pellet stored in closed silos. If surface condensation is present after outdoor storage or at relative humidity above 60 %, drying at 80 °C for 2 hours is sufficient before extrusion. The compound is not hygroscopic in the manner of polyamides, but surface moisture can generate steam bubbles at the die and reduce weld-line strength in spiral mandrel dies. Hot air dryers are therefore used only for wet-surface conditions, not resin moisture absorption.

    The grade must not be processed above 250 °C because oxidative degradation accelerates rapidly beyond this temperature. At temperatures above 260 °C the carbon black-filled polyethylene releases low-molecular-weight volatiles and may undergo chain scission or crosslinking depending on oxygen availability. Use of peroxide masterbatches is not recommended unless the downstream pipe standard permits modified resin and the producer has verified hydrostatic strength retention under ISO 9080.

    Thermal Stability and Oxidation Limits in Processing

    Oxidation induction time at 210 °C is >20 min under ISO 11357-6. This value is an indicator of stabilizer content and is not a direct service lifetime. Long-term hydrostatic strength is evaluated separately by ISO 9080 with water immersion at 20 °C, 60 °C, and 80 °C. The carbon black dispersion rating of ≤3 under ISO 18553 is required for outdoor weathering, but it also influences slow crack growth initiation at agglomerates. UV resistance in above-ground installations is governed by carbon black content and dispersion rather than by the base resin itself; pipe tested under ISO 16871 or EN 12201 weathering annexes may be stored outdoors for limited periods in accordance with national codes.

    Oxidative stability in chlorinated water service is not fully defined solely by OIT. Where potable water carries chlorine dioxide or free chlorine, pipe producers often conduct sustained pressure tests in chlorinated water at 80 °C and 1.0 MPa or under modified ISO 9080 conditions. Published data for this specific grade under all chlorinated disinfectant conditions is limited; material selection for such service should be supported by pipe-level testing rather than resin datasheet values.

    When Slow Crack Growth Resistance Dictates Service Life

    Pressure pipe failures in service are commonly initiated by slow crack growth from point loads, scratches, rock impingement, or butt fusion defects. The notched pipe test under ISO 13479 evaluates the resistance of polyethylene pipe to slow crack growth at 80 °C and a specified hoop stress. High-density PE 100 compounds with bimodal molar mass distribution show longer failure times than unimodal HDPE grades at equivalent test stress. The grade HE3493-LS-H is not automatically classified as PE 100-RC; the RC designation requires additional testing under PAS 1075 or equivalent. For projects where trenchless installation, sand-free embedment, or point loads are expected, the pipe producer should confirm that the finished pipe, not only the resin, meets the required slow crack growth category.

    Rapid crack propagation resistance is measured by the S4 test under ISO 13477 or by the full-scale test under ISO 13478. The critical pressure at 0 °C is a pipe-dimension-dependent property; raw-material data alone cannot guarantee performance. In gas and water pipes above 250 mm diameter, RCP resistance becomes a design-critical property at low temperatures, and the pipe manufacturer verifies the critical pressure against the operating pressure and minimum service temperature.

    Installation conditions for pipe produced from this grade require compliance with ISO 11295 for trenchless techniques and with EN 805 for water supply. Butt fusion welding uses welding parameters established for PE 100; the melt flow rate of 0.23 g/10 min under 5 kg gives a standard welding bead formation when heated to 210 °C under 0.15 MPa interfacial pressure. Electrofusion joints are qualified with the pipe grade by the fitting manufacturer. For sea outfall pipelines, the density of the compound and the carbon black content provide sinking weight, but ballasting calculations require actual pipe mass per meter, not resin density alone.

    For a direct comparison of design parameters between the PE 100 classification of this grade and a PE 80 reference, the following values apply at 20 °C and 50 years.

    Parameter HE3493-LS-H (PE 100) PE 80 reference
    Minimum required strength 10.0 MPa 8.0 MPa
    Allowable design stress for water pipe 8.0 MPa 6.3 MPa
    Typical SDR for PN 10 water pipe 17 13.6
    Relative wall thickness at PN 10 lower baseline

    Applications where these characteristics are exploited include raw water transfer lines, potable water distribution networks, industrial effluent pressure lines, and sea outfall pipelines installed by float-and-sink or bottom-pull methods. In each case, the applicable system standard—EN 12201, ISO 4427, or ISO 15494—requires hydrostatic type tests, resistance to weathering, and joint integrity validation. For chlorinated potable water service, long-term performance is assessed under ISO 9080 conditions, while disinfectant resistance is validated by the pipe producer using oxidative induction time and sustained pressure tests where national schemes apply.

    Standard monomodal HDPE pipe grades differ from HE3493-LS-H primarily in the combination of melt strength and hydrostatic strength. Monomodal resins may require lower molecular weight to achieve the same extrusion output, which reduces slow crack growth resistance and long-term hydrostatic strength. Standard unimodal pipe grades often exhibit more die swell and lower melt tension, making them less suitable for large-diameter pipe above 800 mm where the melt cone must support its own weight. Within the Borealis PE 100 range, grades without the LS-H designator may require different die gaps or calibration tooling; direct substitution on an existing line is possible only after verification of wall thickness distribution at the maximum diameter. The LS-H designation is used by Borealis to distinguish low-sag, high-melt-strength behavior from standard pipe grades; the exact scope of the designation should be confirmed in the manufacturer’s technical documentation.

    The allowable design stress of 8.0 MPa under ISO 4427 is identical for all PE 100 grades, but the processing latitude and application window differ. The low-sag property does not increase the hydrostatic design basis; it allows the manufacture of larger diameters and thicker walls with acceptable wall thickness tolerances. The product remains subject to the same limitations as other high-density polyethylenes: continuous exposure to strong oxidizing acids, aromatic hydrocarbons, and chlorinated solvents can reduce pressure resistance and should be assessed under ISO 175 and ISO 22088-2 with chemical compatibility data. Service above 60 °C requires derating of pressure rating in accordance with the pipe system standard and is generally limited to intermittent exposure unless the pipe standard permits sustained hot water service.

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