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Liquid Chlorine

    • Product Name: Liquid Chlorine
    • Factroy Site: No. 100, Qinhuai Road, Jiangning District, Nanjing, Jiangsu, China
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    Specifications
    HS Code 245331
    Chemicalname Chlorine
    Chemicalformula Cl2
    Casnumber 7782-50-5
    Molecularweight 70.90 g/mol
    Physicalstate Liquefied gas; liquid under pressure
    Appearance Yellowish-green to amber liquid
    Odor Pungent, sharp, irritating
    Meltingpoint -101.5 °C
    Boilingpoint -34.04 °C
    Density 1.5625 g/cm3 at boiling point
    Vaporpressure About 6.8 atm (0.69 MPa) at 20 °C
    Solubilityinwater Slightly soluble; reacts with water

    As an accredited Liquid Chlorine factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing Liquid chlorine is packaged in 50 kg steel cylinders or 900 kg drums, securely sealed for safe handling and transport.
    Container Loading (20′ FCL) 20′ FCL: load UN1017 chlorine cylinders upright, brace securely, ventilate container, affix hazard labels, exclude incompatible goods.
    Shipping Liquid Chlorine shipping requires strict hazardous-materials protocols. It is transported as a liquefied compressed gas under UN1017 in designated tank cars, cylinders, or ton containers. Shipments must be segregated from incompatible materials, clearly labeled, and handled with specialized equipment. Only trained personnel may manage loading, venting, and emergency response.
    Storage Liquid chlorine should be stored in approved, corrosion-resistant pressure containers or cylinders in a cool, dry, well-ventilated area, away from direct sunlight and incompatible substances like ammonia or organics. Containers must be secured upright, grounded, and protected from damage. Strictly follow hazardous material regulations, inspect for leaks, and maintain emergency response equipment nearby.
    Shelf Life Liquid chlorine degrades over time, especially in heat or sunlight; store cool and dark, and use within a few months.
    Application of Liquid Chlorine

    Municipal potable water systems drawing surface water with natural organic matter feed liquid chlorine through vacuum-operated gas chlorinators that reduce cylinder pressure from approximately 0.6 MPa at 20°C to subatmospheric levels before the gas is entrained into a booster water stream. The resulting chlorine-water mixture is injected into raw water, settled water, or filtered water at doses commonly between 0.2 mg/L and 2.0 mg/L free chlorine residual, depending on pH, temperature, contact time, and the CT inactivation table selected for the target pathogen. Upon dissolution, chlorine hydrolyses rapidly to hypochlorous acid and hydrochloric acid; hypochlorous acid then dissociates to hypochlorite ion with a pKa near 7.54 at 25°C. Process control holds the water pH between 6.5 and 7.5 because hypochlorous acid is the more rapid biocide, while lower pH increases corrosion and haloacetic acid formation, and higher pH shifts the equilibrium toward hypochlorite ion and increases trihalomethane formation. Fixed monitoring uses EPA Method 4500-Cl G for free chlorine residual and SM 5710 B or EPA Method 524.2 for trihalomethanes. Liquid chlorine quality for water utility feed is covered by AWWA B301-18; process safety thresholds are 680 kg for 29 CFR 1910.119 and 1,134 kg for 40 CFR Part 68.

    Stage 2 Disinfection Byproduct Rule monitoring parameters under 40 CFR Part 141
    Disinfection byproduct groupMaximum locational running annual averageAnalytical method
    Total trihalomethanes0.080 mg/LEPA Method 524.2 or SM 5710 B
    Haloacetic acids (five)0.060 mg/LEPA Method 552.3
    Bromate0.010 mg/LEPA Method 300.1
    Chlorite1.0 mg/LEPA Method 300.1

    When distribution residual is converted to chloramines, ammonia solution is added at a chlorine-to-ammonia-nitrogen weight ratio of 3.0:1 to 5.0:1, and pH is maintained at 8.0–9.0 to suppress dichloramine and trichloramine formation. The chloramination step is applied only after primary disinfection CT requirements have been met with free chlorine, because monochloramine is a weaker virucide and requires contact times often an order of magnitude longer than free chlorine under the same cold-water conditions.

    Why Is Moisture Intrusion Below 1 ppm the Operational Fault Line in Direct Ethylene Chlorination?

    The ethylene-to-ethylene dichloride step of a balanced vinyl chloride monomer complex is a liquid-phase exothermic reaction operated in a boiling EDC loop. Vaporized liquid chlorine is sparged into a circulating 1,2-dichloroethane stream containing ferric chloride catalyst at 50–70°C and 1.2–1.8 bar. Ethylene is maintained at a molar excess of 1.0:1.0 to 1.05:1.0 over chlorine; this prevents unreacted chlorine from reaching downstream distillation and forming chlorinated byproducts in the vent system. Moisture is held below 1 ppm because water hydrolyses ferric chloride to hydrochloric acid and iron oxides, causing catalyst loss, emulsion formation in the EDC wash train, and pitting of carbon steel. The reactor heat is removed by vaporization of EDC from the boiling loop, and the crude EDC is washed with caustic, dried, and distilled to a purity above 99.5 wt% before thermal cracking.

    Process comparison for ethylene dichloride generation in a balanced vinyl chloride monomer complex
    ParameterDirect chlorinationOxychlorination
    Temperature50–70°C220–240°C
    CatalystFeCl₃CuCl₂ on alumina
    Chlorine sourceVaporized liquid chlorineHydrogen chloride plus oxygen
    Reactor phaseLiquid EDC boiling loopFixed-bed or fluidised-bed gas phase
    EDC selectivity> 99.5 wt%> 99.0 wt%

    The purified EDC is cracked in alloy furnace tubes at 480–530°C, with residence time typically 5–30 s, conversion 55–60%, and selectivity to vinyl chloride monomer above 98%. Hydrogen chloride from this cracking step is routed to oxychlorination, where ethylene, HCl, and oxygen react over a copper(II) chloride/alumina catalyst at 220–240°C to produce additional EDC. Vinyl chloride monomer is then polymerised in suspension at 50–65°C to PVC with K-values from 55 to 68 for pipe and profile grades, measured according to ISO 1628-2 and classified under ASTM D1755. Occupational exposure to vinyl chloride monomer in the downstream polymerisation building is limited by 29 CFR 1910.1017, which sets an 1 ppm 8-hour time-weighted average and a 5 ppm 15-minute short-term exposure limit.

    For sodium hypochlorite producers operating continuous vacuum chlorination into a caustic recirculation loop, the controlling variables are pH, temperature, and excess alkalinity. Membrane-grade caustic soda is diluted to 19–20 wt% NaOH before contacting vaporized chlorine in a falling-film absorber or packed tower, and the reaction follows the stoichiometry 2 NaOH + Cl₂ → NaOCl + NaCl + H₂O. Heat of reaction is removed by titanium plate heat exchangers to maintain product temperature below 30°C, and the finished liquor is trimmed to leave 0.5–1.0 wt% free caustic soda, preserving pH above 11 and slowing chlorate formation. Without that excess caustic, hypochlorite disproportionates to chlorate and chloride; the rate increases sharply above 30°C, below pH 10, and in the presence of nickel or copper ions. The commercial output is typically 12.5% available chlorine by weight with a specific gravity near 1.16; it is analysed for free alkali, iron, and sodium chlorate according to ANSI/AWWA B300 and must be listed under NSF/ANSI 60 when used in drinking water. Materials of construction downstream of the absorber are limited to CPVC, PVC, titanium, or fluoropolymer-lined steel because stainless steel and nickel-based alloys catalyse oxygen evolution and rapid bleach decomposition. The same liquor is subsequently diluted and packaged as household laundry bleach, swimming pool shock, or industrial biocide at concentrations ranging from 5.25% to 15.0% available chlorine depending on end-use specification and regulatory labelling.

    Hydrogen-Chlorine Burner Stoichiometry with Excess Hydrogen Control

    Anhydrous HCl furnaces operate with a hydrogen-rich diffusion flame in a graphite combustion chamber. Vaporized liquid chlorine and dried hydrogen are metered separately to the burner at a molar ratio of 1.05:1.0 to 1.10:1.0 H₂:Cl₂, so that free chlorine is suppressed in the product gas and the hydrogen slip remains below the lower explosive limit in downstream vent streams. The flame can exceed 2300°C, and the combustion gas is immediately cooled in a water-tube waste-heat boiler before entering isothermal absorbers fed with deionised water to produce 32–37 wt% hydrochloric acid. Chlorine flow is delivered through a self-contained vaporizer equipped with a pressure-reducing valve and a knock-out pot; moisture ingestion must be prevented because wet chlorine forms hydrochloric acid and corrodes stainless steel vaporizer tubing.

    The hydrochloric acid product for steel pickling is typically sold at 18–20 wt% HCl and heated to 60–80°C in acid regeneration baths, while food-grade and pharmaceutical-grade acid is assayed for heavy metals and free chlorine according to compendial methods. Published data for specific semiconductor-grade HCl impurity budgets is limited, but electronics-grade material normally requires moisture below 1.0 ppm and total metals below 1.0 µg/L after further distillation and filtration. The main operational boundary is the prevention of chlorine backflow into the hydrogen header; this is controlled by differential pressure interlocks, flame arrestors, and shutoff valves tied to burner flame intensity.

    Within titanium dioxide pigment facilities that operate the chloride route, liquid chlorine is vaporized and metered to a fluidised-bed chlorinator together with fine petroleum coke and rutile ore at 850–1000°C. The principal reaction converts titanium(IV) oxide to titanium tetrachloride while the carbon source consumes liberated oxygen; the chlorine-to-titanium molar ratio is maintained slightly above 2.0:1 to hold excess chlorine in the off-gas and limit unreacted rutile carryover. Residual moisture in the ore or coke is controlled to avoid hydrolysis of TiCl₄ to TiO₂ scale and HCl, which plug condenser tubes and erode refractory linings. Crude TiCl₄ contains metal chloride impurities such as FeCl₃, AlCl₃, VCl₄, and SiCl₄, and is purified by fractional distillation before oxidation at 900–1400°C with preheated oxygen. Aluminium chloride is added as a rutile promoter during oxidation to control crystal structure and pigment durability. The terminal titanium dioxide pigment is classified under ISO 591-1 and used in architectural paints, automotive coatings, and outdoor-grade plastics requiring UV resistance.

    When Free-Radical Chlorination of Methane Requires Tight Chlorine-to-Methane Molar Control

    Free-radical chlorination of methane produces methyl chloride, methylene chloride, chloroform, and carbon tetrachloride through consecutive substitution reactions, each generating hydrogen chloride as a co-product. Liquid chlorine is vaporized, mixed with dry natural gas methane, and fed to gas-phase chlorination reactors at 400–500°C, where the target product split is controlled by the staged Cl₂:CH₄ molar ratio, residence time, and recycle of underchlorinated intermediates. The mixed chloromethanes are quenched, neutralised, dried, and separated by distillation; the hydrogen chloride off-gas is absorbed in water for sale or captive use. When methylene chloride is the target, the chlorine-to-methane ratio and reactor temperature are set to suppress over-chlorination to chloroform and carbon tetrachloride, but a recycle stream of methyl chloride is often returned to the reactor to improve selectivity. Methyl chloride is sold as a methylating agent and as the precursor to organosilane and silicone production; methylene chloride is used in extraction and, where still permitted, paint stripping; chloroform is routed to fluorochemical intermediates. Solvent-grade material is tested for acid acceptance using ASTM D2106-07, and methylene chloride use in paint strippers in the EU is restricted under REACH Annex XVII. Carbon tetrachloride is controlled by the Montreal Protocol, so modern methyl chlorination trains are configured to minimise its formation. Process equipment downstream of the free-radical reactor is fabricated from acid-resistant alloys or graphite because wet HCl forms at the quench stage, and any free chlorine breakthrough into the absorber can generate hypochlorous acid and impose severe pitting loads.

    Propylene Chlorohydrin Route: Caustic Saponification and Waste Brine Handling

    Hypochlorous acid addition to propylene proceeds through a two-step sequence: chlorine gas is dissolved in water to generate hypochlorous acid, which then reacts with propylene to a mixture of 1-chloro-2-propanol and 2-chloro-1-propanol. The propylene-to-chlorine molar ratio is held above 1.0:1.0 to minimise 1,2-dichloropropane formation, and the aqueous chlorohydrin solution is then treated with milk of lime or sodium hydroxide at 60–90°C and pH 10–12 to close the epoxide ring. The propylene oxide is flashed off, purified, and used as a raw material for polyether polyols that are characterised by hydroxyl number and acid number under ISO 14900 and related methods. Published process yields for the chlorohydrin route vary with feed purity and saponification conditions; the open literature typically reports propylene oxide yields in the range 85–90% based on propylene. The main operational burden is the calcium chloride-rich waste brine, which carries residual chlorinated byproducts and COD and must be stripped, neutralised, and biologically treated before discharge. The route remains in service where low-cost chlorine and lime are available, but the effluent load and energy consumption of saponification create a narrower compliance envelope under EU industrial emissions directives.

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    Certification & Compliance
    More Introduction

    Liquid chlorine (CAS 7782-50-5; UN 1017) is a liquefied compressed gas supplied as an amber liquid under its own vapor pressure. The product is normally specified as ANSI/AWWA B301-18 Liquid Chlorine and is identified by assay, moisture, residue, and nitrogen trichloride limits rather than by a discrete model number. It is distributed in nominal 45.4 kg and 68.0 kg cylinders, 907 kg ton containers, and bulk rail tank cars or tank trailers. Representative physical data: molecular mass 70.906 g/mol, boiling point −34.04 °C at 101.3 kPa, liquid density approximately 1.408 g/cm³ at 20 °C, gas density 3.164 kg/m³ at 0 °C and 101.3 kPa. The critical point is 144 °C and 7.71 MPa. The product hydrolyzes in water as Cl2 + H2O → HOCl + HCl, producing both hypochlorous acid and hydrochloric acid; the hydrochloric acid fraction depresses pH and consumes alkalinity. At pH above the HOCl pKa of 7.54, alkalinity demand approaches 1.4 kg CaCO₃ per kg Cl₂. End uses include municipal drinking water disinfection, wastewater chlorination, cooling water biocide feed, pulp and paper bleaching, and chlorinating intermediate production for ethylene dichloride and polyvinyl chloride processes.

    The product is not model-specific; package size and valve orientation determine the feed equipment. All storage and handling systems must comply with Chlorine Institute Pamphlet 1 and Chlorine Institute Pamphlet 6, and the material is classified as hazardous in 49 CFR 172.101. Workplace exposure limits are referenced in 29 CFR 1910.1000 Table Z-1.

    What Assay, Moisture, and Residue Limits Apply to ANSI/AWWA B301-18 Liquid Chlorine?

    The governing drinking water specification is ANSI/AWWA B301-18. The standard sets limits for assay, moisture, nitrogen trichloride, and residue after evaporation. The limits below are applied to delivered product.

    ParameterLimitAnalytical Principle
    Cl2 assay≥ 99.5% by weightGas chromatography with thermal conductivity detection
    Moisture≤ 0.015% by weightKarl Fischer coulometry
    Nitrogen trichloride≤ 0.002% by weightANSI/AWWA B301-18 specified method
    Residue after evaporation≤ 0.100% by weightGravimetric residue

    Water treatment plants typically specify ANSI/AWWA B301-18 as the purchase requirement. The assay limit corresponds to ≥ 0.995 kg available Cl₂ per kg product, which is the basis for dose calculations. Nitrogen trichloride is controlled to prevent shock-sensitive accumulation in liquid withdrawal systems. Residue after evaporation limits nonvolatile metal chloride and particulate carryover. For potable water service, NSF/ANSI/CAN 60 certification may be required by the authority having jurisdiction, and the product packaging must meet the marking requirements of the standard. Finished product is tested at the packaging location prior to shipment; moisture and residue results are provided on the certificate of analysis.

    In municipal water treatment, liquid chlorine is fed under vacuum rather than under pressure. The vacuum regulator is mounted directly at the container valve, and chlorine gas is drawn by a water ejector into the carrier stream. Gas flow is indicated by a rotameter; because gas density changes with temperature, the rotameter reading is corrected to the reference condition of 20 °C. A production-scale failure mode observed in gas chlorination systems is recondensation in unheated vacuum lines during cold ambient conditions; liquid droplets then overcome the rotameter and produce erratic feed. To prevent this, the vacuum line is heat-traced or the gas feed rate is reduced when ambient temperature falls below 0 °C. Carrier water pressure at the ejector must remain above the gas pressure in the vacuum line to prevent water backflow; a check valve and drip leg are installed upstream of the regulator. The chlorine solution line is sized for complete mixing; published equipment bulletins specify minimum carrier water velocity at the solution diffuser. For sustained withdrawal rates above the ambient vaporization limit of the container, liquid chlorine is evaporated in an external evaporator and delivered as a superheated gas to the vacuum regulator.

    Vapor-Liquid Equilibrium and Materials Compatibility Boundaries

    The absolute vapor pressure of liquid chlorine at 20 °C is approximately 6.8 bar; at 30 °C it is approximately 9.4 bar; at 40 °C it is approximately 12.6 bar. Vessels are protected by pressure-relief devices set at or below the maximum allowable working pressure specified by ASME BPVC Section VIII. A closed container must not be completely liquid-filled because thermal expansion from 20 °C to 40 °C can produce a hydraulic pressure rise exceeding the preset relief capacity if outage space is insufficient. The filling density and outage requirements are given in the applicable cylinder or ton container specification and in Chlorine Institute Pamphlet 1.

    Carbon steel is suitable for dry chlorine service only while moisture remains below approximately 150 ppm. Above that boundary, hydrochloric acid films form and attack carbon steel rapidly. The moisture threshold is not established solely by the bulk assay of ≤ 0.015%; atmospheric moisture ingress during valve changeout or ejector backflow can create local wet chlorine conditions on wetted surfaces. Chlorine Institute Pamphlet 6 therefore specifies dry air or nitrogen purging at a dew point below −40 °C before disconnecting container valves. Monel, Hastelloy C-276, PTFE, and PVDF are used for trim components, gaskets, valve seats, and instrument diaphragms exposed to wet chlorine. Copper, aluminum, and amine-based additives are incompatible with liquid chlorine service because of exothermic attack or chloramine formation.

    When Liquid Chlorine Replaces Bulk Sodium Hypochlorite in Drinking Water Facilities

    Liquid chlorine replaces bulk 12.5 wt% sodium hypochlorite when storage stability, footprint, and delivered available chlorine are evaluated. Sodium hypochlorite decomposes to chlorate and chloride; the decomposition rate increases with temperature, ultraviolet light, and low pH. Liquid chlorine in dry steel containers does not follow the same degradation pathway, so the delivered active chlorine remains stable while moisture is controlled. The dose conversion is based on available chlorine: 12.5 wt% NaOCl contains approximately 0.119 kg available Cl₂ per kg solution, while liquid chlorine contains ≥ 0.995 kg available Cl₂ per kg product. The pH and alkalinity effects differ. Liquid chlorine produces HCl and can consume up to 1.4 kg CaCO₃ per kg Cl₂ at pH above the HOCl pKa; sodium hypochlorite is alkaline and tends to raise pH. In source waters with alkalinity below 20 mg/L CaCO₃, liquid chlorine may require post-treatment pH adjustment with NaOH, Ca(OH)₂, or Na₂CO₃.

    ParameterLiquid chlorineSodium hypochlorite (12.5 wt% NaOCl)Calcium hypochlorite (65% available Cl₂)
    Available chlorine≥ 0.995 kg/kg≈ 0.119 kg/kg≈ 0.65 kg/kg
    Storage conditionPressure vessel, dry steelVented tank, low UV, < 30 °CDry solid, isolated from acid
    pH effectAcidicAlkalineAlkaline
    Disinfecting species after hydrolysisHOCl/OClHOCl/OClHOCl/OCl

    Equipment configuration differs fundamentally. Liquid chlorine requires a vacuum-operated gas feed system; the vacuum regulator is mounted at the container valve, and chlorine gas is drawn through an ejector into the carrier water stream. Sodium hypochlorite requires a positive-displacement metering pump or diaphragm pump with vented storage. Retrofitting from hypochlorite to liquid chlorine demands replacement of pump and storage systems with a chlorine gas scrubber, chlorine leak detector, self-contained breathing apparatus, and pressure-relief piping per Chlorine Institute Pamphlet 6. For drinking water compliance, the conversion must be evaluated under NSF/ANSI/CAN 60 and the applicable state disinfection contact chamber requirements.

    Liquid chlorine supplied in dry steel containers contains no chlorate or perchlorate as a raw material impurity. Chlorate can form after hydrolysis if the resulting hypochlorite solution is held at high pH and elevated temperature. Sodium hypochlorite storage, by contrast, can produce chlorate at rates that increase with temperature and pH above 11; this creates a compliance consideration for utilities with finished water chlorate limits. Chlorine dioxide, ozone, and ultraviolet treatment differ from liquid chlorine in residual persistence. Chlorine dioxide decomposes by first-order kinetics in distribution systems and is typically generated on site; ozone has a half-life in drinking water measured in minutes and provides no secondary residual; ultraviolet treatment provides no residual. Liquid chlorine, after hydrolysis, remains in the distribution system as HOCl/OCl and can be measured by DPD or amperometric methods. This makes liquid chlorine suitable for maintaining secondary disinfectant residuals in long distribution mains.

    Carbon Steel Passivation and Pressure-Withdrawal Boundaries

    Dry chlorine in carbon steel forms a passivating ferric chloride film that inhibits further attack while moisture remains below approximately 150 ppm. The passivation condition is destroyed by liquid water, by repeated valve openings in ambient relative humidity above 60%, or by backflow of wet carrier water through the ejector. A production-scale failure mode observed in municipal gas chlorination systems is corrosion of the pressure line between the ton container and the vacuum regulator after valve changeout without dry air purge. The corrective control is a dry air purge at the container valve before installing the regulator, with purge gas dew point below −40 °C.

    Sustained gas withdrawal from a single 907 kg ton container is limited by ambient heat transfer. The practical ambient gas withdrawal from a 68 kg cylinder is commonly held below 0.5 kg/h; a 907 kg ton container can provide several kg/h at 21 °C, but published data for a single generalized withdrawal rate is limited because ambient temperature, container condition, and valve orientation dominate. The withdrawal rate curves in Chlorine Institute Pamphlet 6 should be consulted for the specific package. If the required chlorine mass flow exceeds the container vaporization limit, an external chlorine evaporator is used, and the evaporator outlet must remain gaseous to avoid downstream liquid carryover. Liquid chlorine withdraws from the lower valve of a ton container only when an evaporator is installed; the upper valve is used for gas withdrawal. The liquid outlet must be protected by a remotely operable shut-off valve and an excess-flow check valve.