| HS Code | 116015 |
| Product Name | PAC-LV (Polyanionic Cellulose) |
| Chemical Name | Sodium carboxymethyl cellulose |
| Cas Number | 9004-32-4 |
| Ionic Character | Anionic |
| Appearance | White to off-white free-flowing powder |
| Odor | Odorless |
| Physical Form | Powder |
| Solubility | Soluble in water; insoluble in organic solvents |
| Ph 1 Aqueous Solution | 6.5-8.5 |
| Moisture Content | ≤10% |
| Purity | ≥95% |
| Viscosity 2 Aqueous Solution 25 C | 40-90 mPa·s |
| Degree Of Substitution | ≥0.8 |
| Water Insoluble Matter | ≤2% |
| Particle Size | ≥98% through 80 mesh |
| Bulk Density | 0.6-0.8 g/cm³ |
As an accredited PAC-LV(Polyanionic Cellulose) factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.
| Packing | PAC-LV (Polyanionic Cellulose) is packaged in 25 kg net multi-wall paper bags with PE liners, stacked on pallets. |
| Container Loading (20′ FCL) | PAC-LV (Polyanionic Cellulose) is loaded into a 20′ FCL in 25kg bags on pallets, shrink-wrapped, strapped, moisture-protected, and evenly distributed. |
| Shipping | PAC-LV (Polyanionic Cellulose) is shipped as a non-hazardous, hygroscopic powder in 25 kg multi-wall bags or 1,000 kg jumbo bags, palletized and shrink-wrapped. Store and transport in a dry, cool, ventilated area, protected from moisture and sunlight. Standard sea, air, or land freight; no dangerous goods classification. Handle carefully to avoid bag damage. |
| Storage | Store PAC-LV in a cool, dry, well-ventilated area away from direct sunlight, heat, and ignition sources. Keep containers tightly closed to prevent moisture absorption and contamination. Separate from strong oxidizers. Avoid dust generation and handle with appropriate PPE. Maintain good housekeeping, use first-in, first-out rotation, and do not stack excessively. Shelf life may be limited under humid conditions. |
| Shelf Life | PAC-LV shelf life is typically 24 months in sealed packaging, stored cool, dry, away from moisture, heat, and sunlight. |
In water-based drilling fluids for onshore horizontal wells drilled through reactive shale, polyanionic cellulose low-viscosity grade (PAC-LV) is included at 0.5–2.0 lb/bbl (1.43–5.71 kg/m³) to maintain filtrate volumes below 10 mL/30 min when measured under API RP 13B-1/ISO 10414-1:2008 at 100 psi and ambient temperature, provided the polymer is fully hydrated in fresh makeup water before addition to the active pit. Industry compliance for the finished water-based fluid is typically assessed through API RP 13B-1/ISO 10414-1:2008, while the PAC-LV raw material is qualified against ISO 13500:2008 drilling-fluid materials specifications, supplemented by vendor-specific fluid-loss and viscosity critical-to-quality parameters and API RP 13I field testing procedures where the operator requires. The downstream production process on a drilling rig introduces the polymer through a high-rate jet hopper, followed by a low-pressure shear pump and circulation through a shaker, desander, and desilter before the fluid enters the triplex mud pump and downhole string. Terminal product types include the circulating water-based drilling fluid itself, the filter cake deposited on permeable formations, and the spent mud discharged to a disposal well or thermal desorption unit after the interval is drilled.
In sodium chloride, potassium chloride, and sodium bromide brines below approximately 1.20 SG, PAC-LV at 0.25–1.00 lb/bbl (0.71–2.85 kg/m³) is used as a fluid-loss/leak-off control additive rather than a primary viscosifier because its low-viscosity grade contributes limited plastic viscosity and avoids excessive friction during coiled tubing operations. Compliance for completion and workover fluids is governed by API RP 13J for heavy brine testing and by ISO 13503-3:2004 for testing of completion fluids, with particle-free filtrate often required below 5 NTU before the fluid is accepted at the wellsite. The formulation limitation is severe in divalent brines: addition to calcium chloride or calcium bromide stock above 0.3 lb/bbl can produce flocculation or precipitation, and batch-to-batch variance on return permeability testing has been observed when make-up water contains more than 400 ppm total hardness before polymer hydration. The downstream process at a completion fluid plant blends filtered brine in dedicated tanks, eductor-mixes PAC-LV under low shear, circulates through a diatomaceous earth filter press and cartridge polishing train, and transfers the final fluid to the offshore supply vessel or onshore vacuum truck. Terminal product types include filtered completion brine, workover pill, and minor filter-cake residue left in perforation tunnels; published data for PAC-LV in high-density zinc bromide solutions is limited.
At a river crossing where the bore path passes beneath a 12-m-thick layer of alluvial sand with a groundwater table 2 m below grade, PAC-LV is typically dry-mixed at 0.7–1.5 kg/m³ into a freshwater carrier in a 1,000-gallon mixing tank with a venturi hopper, then conditioned through a reclaimer with hydrocyclones and a shaker before being pumped by a triplex high-pressure pump. No ISO product standard directly covers horizontal directional drilling fluid additives; field contractors usually adapt API RP 13B-1 filtration testing and API RP 13D rheology procedures, while environmental approvals for spent slurry are controlled by local groundwater discharge permits. The addition rate is maintained below the threshold at which the low-viscosity polymer raises funnel viscosity above 40 s, because higher viscosity interferes with desander separation and increases the risk of frac-out in unconsolidated sand. Terminal product types are the conditioned drilling slurry and the filter cake left on the borehole wall, while returned cuttings are separated in the reclaimer and disposed as solid waste. Published data for PAC-LV performance in cobble-dominated sections is limited, because borehole stability in such ground is dominated by mechanical bridging rather than filtration properties.
In a diaphragm wall or bored pile excavation supported by polymer slurry, PAC-LV is introduced into the batch plant at 0.4–0.8 kg/m³ of make-up water, usually after the raw water has been treated to pH 8–10 with soda ash and before the slurry passes through a jet mixer and is left to mature for 20–30 min. The primary compliance reference for the construction operation is EN 1538:2010+A1:2015 for execution of diaphragm walls, with additional site acceptance criteria for density below 1.03 g/cm³, sand content below 3% by volume, and Marsh funnel viscosity between 32 s and 50 s. The low-viscosity grade is selected because it reduces filtrate loss into sand and gravel layers without raising funnel viscosity to the point where desanding hydrocyclones lose the ability to separate silt and sand from the slurry. Terminal product types are the support slurry itself, the filter cake which temporarily stabilises the trench face, and the displaced slurry that is recycled through the desander during excavation and concrete placement; no permanent polymer product remains in the final concrete structure.
In the drilling of large-diameter water supply wells through sand, silt, and gravel aquifers, PAC-LV additions of 0.25–0.75 lb/bbl (0.71–2.13 kg/m³) are used in clay-free polymer fluids only when the specific product lot carries NSF/ANSI/CAN 60 listing for drinking water treatment chemical use; unlisted PAC-LV grades are not accepted in the filter pack zone of potable wells. Compliance also references AWWA A100 for water well construction, and the fluid is periodically sampled during drilling for turbidity and filter loss using API RP 13B-1 adapted for low-solids polymer fluids. The process includes preconditioning the make-up water to remove free chlorine, hydration in a calibrated tank, injection into the rotary drill string, separation at the shale shaker, and final well development by air lift or double-swab to remove residual polymer from the filter pack. Terminal product types include the functional drilling fluid, the temporary filter cake on the aquifer face, and the completed gravel-packed production well; residual PAC-LV in the filter cake is expected to degrade by enzymatic hydrolysis over months, though published field degradation rates for specific low-viscosity grades are limited.
After the surface casing is grouted in a shallow closed-loop ground-source heat pump field, PAC-LV is introduced at 0.3–0.8 kg/m³ as a temporary drill fluid additive for unconsolidated sands and silt overburden; the fluid is mixed in a small agitated tank, pumped through the rotary head, and separated by a shaker before the borehole is backfilled with thermally conductive grout. Compliance is controlled by local groundwater protection codes and IGSHPA installation guidelines rather than an ISO drilling fluid standard, and terminal product types are the completed borehole heat exchanger and the surrounding grout column; the polymer itself remains in the temporary filter cake and is not a functional component of the finished ground loop. Published data for PAC-LV in high-thermal-conductivity grout backfill is limited.
Where a wireline core barrel is repeatedly pulled through fault gouge and fractured hard rock, PAC-LV at 0.25–0.75 kg/m³ is added to reduce fluid loss into open fractures and to stabilize the core barrel annulus without generating the high low-shear viscosity that would otherwise plug small-diameter diamond drill bits. Compliance in mineral exploration programs is generally based on site-specific groundwater discharge permits and internal core recovery targets; no ISO drilling fluid standard uniquely governs diamond coring fluids, so the field laboratory adapts API RP 13B-1 for filtration testing and monitors return viscosity with a Marsh funnel. The production process involves a small positive-displacement mud pump, a settling sump or slim shaker, and an in-line filter before the fluid returns to the wireline drill string, while terminal product types are the recovered oriented core, the temporary filter cake, and the spent fluid disposed under permit. Published data for PAC-LV in highly saline or gypsum-bearing fault zones is limited.
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PAC-LV is the low-viscosity grade of polyanionic cellulose, a water-soluble cellulose ether produced by alkali-catalyzed carboxymethylation of cellulose with sodium monochloroacetate. The anionic substituent is distributed along the C2, C3, and C6 hydroxyl positions; commercial LV grades commonly carry a degree of substitution between 0.85 and 0.95. The designation PAC-LV denotes a viscosity class rather than a single proprietary molecule. In water-based drilling fluids, the product is used primarily as a filtration-control additive and secondarily as a rheological stabilizer at typical additions of 1.4 to 5.7 kg/m³ (0.5 to 2.0 lb/bbl). Dispersion in the field is accomplished through high-shear hoppers or venturi mixers with pH maintained above 8.5 to prevent lumping and ensure full hydration before the treated fluid enters the active mud system.
Commercial model designations often append modifiers for particle size, hydration rate, and dust level. Fast-hydrating PAC-LV grades are ground to a finer top size to increase surface area and are preferred where direct addition through a mud hopper at low shear is required; standard grades are used where longer hydration time is available. The powder is supplied as an off-white to cream free-flowing solid, with moisture absorption characteristics that require sealed storage and feeder calibration. The product is not a substitute for food-grade sodium carboxymethyl cellulose and is supplied under industrial drilling-fluid specifications unless otherwise certified.
Technical-grade CMC, regular PAC, and PAC-LV share carboxymethyl cellulose chemistry but differ in degree of substitution, molecular weight distribution, and residual salt content. PAC-LV is produced with a more uniform substitution pattern than general-purpose CMC; this structural uniformity improves electrolyte tolerance in sodium chloride and potassium chloride brines. Regular PAC, often designated PAC-R, is refined to retain higher molecular weight, producing higher solution viscosity at equivalent concentration. PAC-LV is intentionally chain-scissioned to a lower degree of polymerization, resulting in lower yield point and plastic viscosity contributions at the same filtrate-control dose. The functional distinction is therefore not chemical identity but rheological efficiency per unit of fluid-loss control.
In a water-based bentonite slurry, a 2.0 kg/m³ addition of PAC-LV commonly reduces API filtrate to below 15 mL under 100 psi differential pressure; equivalent PAC-R treatment may produce a higher low-shear yield point without proportionally greater filtrate reduction. Published data for this specific configuration is limited, and direct pilot testing in the target field brine is recommended. Technical-grade CMC, particularly lower-purity grades, may contain higher residual sodium chloride and sodium glycolate by-products, which can interfere with rheological measurement and reduce filtration performance in divalent brine systems. Compared with starch-based filtrate reducers, PAC-LV generally exhibits better thermal stability and lower biological oxygen demand; compared with xanthan gum, it contributes less low-shear viscosity and is not a primary suspension additive.
Continuous mixing operations on drilling locations expose PAC-LV to high-shear hydration and mechanical degradation. Typical addition through a centrifugal pump suction hopper at circulating rates of 0.5 to 1.5 m³/min is used to wet the powder into the base fluid; addition rates above the shear capacity of the hopper produce fisheyes that can blind 80 to 120 mesh shale shaker screens. Batch-to-batch variation in moisture content, usually specified at ≤10 wt%, has been observed to shift loss-in-weight feeder calibration by up to 2%; screw feeder recalibration is required at lot changes. Operators should avoid combining PAC-LV with cationic polyacrylamide or quaternary amine shale inhibitors in the same shear stream because anionic-cationic polyelectrolyte complexes can precipitate, reducing both filtration control and hole-cleaning capability. Jar testing with the field water is the minimum compatibility screen before bulk addition. Hydration in cold water below 4 °C may require doubling the shear time or pre-mixing in a slug tank because the polymer hydration rate decreases sharply with temperature.
Laboratory qualification of a new PAC-LV lot typically includes hot-rolling at 93 °C for 16 h in the target field brine, followed by API 13B-1 rheology and filtration. A lot is considered stable if the hot-rolled filtrate volume does not increase by more than 2 mL relative to the initial sample and the plastic viscosity remains within ±5% of the pre-rolled value. This protocol identifies thermally degraded or poorly substituted lots before bulk addition. Field pilot tests should also compare low-shear yield point after hot-rolling because some low-viscosity grades lose filtration efficiency before rheological changes become apparent.
Commercial PAC-LV certificates of analysis commonly reference API 13A / ISO 13500 for drilling-fluid-grade cellulose polymers, with rheology and filtration measured under API 13B-1. The specification envelope is typically defined by moisture, pH, apparent viscosity, and API filtrate loss. Apparent viscosity of a 2% by mass aqueous solution at 25 °C and 600 r/min on a direct-indicating viscometer is generally reported between 20 and 60 mPa·s. A filtered 2% solution shows a solution pH of 7.0 to 9.0. The specification that controls field performance is not viscosity alone but the 30-minute filtrate volume under 100 ± 5 psi (690 ± 34 kPa) differential pressure at 25 ± 1 °C. Acceptance values of ≤15 mL or ≤16 mL are common, depending on supplier and base-fluid composition.
| Parameter | Test method | Typical PAC-LV acceptance range |
|---|---|---|
| Apparent viscosity, 2% solution, 600 r/min, 25 °C | API 13B-1 / ISO 10414-1 | 20–60 mPa·s |
| Moisture | API 13A / ISO 13500 | ≤10 wt% |
| pH, 1% solution | ASTM E70 | 7.0–9.0 |
| API filtrate volume, 30 min, 100 psi differential | API 13B-1 | ≤16 mL |
| Degree of substitution | ASTM D1439-15 | 0.85–0.95 |
The degree of substitution is not only a purity indicator but also a predictor of brine tolerance. Lower substitution values may reduce salt tolerance and increase susceptibility to calcium ion precipitation; higher substitution above 1.0 is uncommon for drilling-grade PAC-LV because over-substitution can reduce molecular chain flexibility and increase manufacturing cost without proportional filtration improvement.
Thermal and salt tolerance are finite. PAC-LV retains filtration-control performance in monovalent brines such as sodium chloride and potassium chloride up to saturation under field conditions; published data for specific divalent brine systems is limited. In calcium chloride or calcium bromide fluids, polyanionic cellulose can precipitate or lose hydration depending on calcium ion activity, pH, and concentration. If divalent salt compatibility is required, the formulation should be pilot-tested at the planned density and salt concentration before field application. Continuous exposure temperatures above 120 °C can accelerate chain hydrolysis and reduce filter-cake quality; for high-temperature water-based mud systems above 150 °C, PAC-LV is generally replaced or supplemented by PAC-R, sulfonated synthetic polymers, or asphalt-derived additives. Storage at ambient relative humidity above 60% should be avoided unless the powder is kept in sealed, moisture-barrier packaging, because absorbed moisture alters feeder calibration and promotes agglomeration in the mixing hopper. The material carries an anionic charge; therefore, combinations with high concentrations of cationic polymers, zirconium crosslinkers, or low-pH aluminium-based additives should be evaluated by jar testing before bulk addition.
Pneumatic transfer and storage systems on drilling units require dry air when ambient relative humidity exceeds 60%. Condensation in transfer lines can cause powder wetting, plugging, and inconsistent feed rates. Offshore supply vessels commonly use desiccant dryers on pneumatic transfer air to prevent moisture pickup during bulk movement. Once a silo or pressure vessel has been opened, the product should be used within the supplier-defined shelf life; moisture absorption during extended storage can shift the effective active polymer content even if the visual powder appearance remains unchanged.
Substitution of PAC-LV for PAC-R is most relevant in high-density muds where excessive plastic viscosity from high-molecular-weight polymers limits pump pressure and rate of penetration. Because PAC-LV contributes lower solution viscosity per unit of filtration control, it allows an increase in barite or hematite solids without exceeding a target plastic viscosity. In a 1.6 to 1.8 SG water-based system containing 10% potassium chloride, PAC-LV is commonly dosed at 2.8 to 5.7 kg/m³; the exact dosage is adjusted on the basis of API filtrate and low-shear yield point. Field mixing experience indicates that PAC-LV additions should be made before barite additions to avoid competition for water and to allow complete polymer hydration; when PAC-LV is added after barite, fisheyes and local viscosity spikes reduce filtration-control efficiency. Direct replacement of PAC-R at equal weight concentration may not be valid because the molecular weight difference shifts the rheological profile; a pilot test using the actual field brine and drill solids is required. Published data for this specific configuration is limited.
When drill solids accumulate above 6 to 8 vol%, the low-shear viscosity of a PAC-LV-treated system can still rise because inert solids dominate the rheological profile. In such cases, solids-control equipment performance, not polymer selection, becomes the limiting factor. PAC-LV does not provide the same suspension capacity as PAC-R or xanthan gum at low shear; therefore, in deviated wells with extended static periods, a separate suspension additive may be required. The formulation should be evaluated on a six-speed viscometer at 3 and 6 r/min to confirm that low-end rheology remains sufficient for cuttings transport.
| Property | PAC-LV | PAC-R | Technical CMC |
|---|---|---|---|
| Degree of substitution | 0.85–0.95 | 0.85–0.95 | 0.65–0.90 |
| 2% solution apparent viscosity at 600 r/min, 25 °C | 20–60 mPa·s | 100–400 mPa·s | 50–200 mPa·s |
| Primary function in water-based mud | Filtrate control with minimal rheology increase | Filtrate control and viscosity build | General thickener and filtrate reducer |
| Monovalent brine tolerance | High at saturation | High at saturation | Moderate; performance varies with purity |
| Low-shear viscosity contribution | Low | Medium to high | Medium |
The comparative ranges are indicative of common commercial grades; individual supplier certificates of analysis control. Where a formulation is sensitive to low-shear viscosity, PAC-LV is selected over technical CMC for its lower suspension effect at equivalent filtrate control. Where rheological build is itself desired, PAC-R or high-viscosity CMC may be more appropriate. Selection between these products should be based on hot-rolled filtrate volume, plastic viscosity, yield point, and low-shear dial readings measured under API 13B-1 conditions using the actual field water and drill solids.