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BWD-01 Organic Coagulant for Textile Industrial Park Dyeing Wastewater in Ethiopia
BWD-01 Water Decoloring Agent

BWD-01 Organic Coagulant for Textile Industrial Park Dyeing Wastewater in Ethiopia

Bluwat BWD-01 is a 50% minimum solid quaternary ammonium cationic polymer developed for color removal, flocculation and associated CODcr reduction. For Ethiopia, it is positioned for integrated textile factories and shared industrial-park treatment systems treating reactive, direct and disperse dyes from cotton and synthetic processing.

The treatment program addresses a practical local challenge: centralized plants receive variable wastewater from multiple tenants and need simple, repeatable chemical control. BWD-01 is water soluble, can be diluted 10 to 40 times, and may be used alone or with separately dosed polyaluminum chloride after a representative flocculation test.

    Product Overview

    Textile wet processing in Ethiopia does not create one uniform wastewater. Fiber type, dye class, shade depth, washing recipe and finishing chemistry can change the color and charge demand from one production batch to the next.

    BWD-01 supplies strong cationic charge to destabilize negatively charged soluble dyes and fine color-bearing particles. It is especially relevant to reactive, direct and disperse dyes from cotton and synthetic processing. The objective is not merely to make the sample look clearer, but to produce flocs that can be separated reliably by sedimentation or dissolved-air flotation.

    Bluwat Water Decoloring Agent Factory.jpg

    Textile Wastewater Problem in Ethiopia

    The central treatment problem is that centralized plants receive variable wastewater from multiple tenants and need simple, repeatable chemical control. Conventional inorganic coagulation may remove suspended solids but leave a visible soluble-color fraction. Operators may then increase coagulant dose, creating more sludge without proportional color improvement.

    Why the Problem Occurs

    • Tenant factories may use different fibers, dyes and auxiliaries.
    • Discharge timing can create load peaks even when average flow is stable.
    • New or expanding plants need treatment methods that are practical for operator training.

    BWD-01 Treatment Solution

    Use BWD-01 with equalization, tenant-aware sampling and a standard jar-test procedure that can be repeated when the production mix changes.

    The selected program should be based on actual wastewater rather than a universal dose. A controlled jar test identifies the point where charge neutralization, floc formation, separation speed and sludge production are balanced. PAC can be tested before or after BWD-01, but the two products must be prepared and dosed separately.

    Technical Specifications

    Property

    BWD-01 Specification

    Chemical name

    Quaternary ammonium cationic polymer

    Appearance

    Colorless to yellowish translucent liquid

    Solid content

    50% min

    Specific gravity at 20 C

    1.1-1.3

    pH value, 30% solution

    3-6

    Viscosity at 25 C

    30-300 cps

    Solubility

    Soluble with water at any rate

    Storage temperature

    0-35 C

    Standard package

    30 kg or 250 kg plastic drum; 1250 kg IBC

    Technical note: Values are based on the Bluwat BWD-01 TDS. Confirm the supplied batch with its Certificate of Analysis and consult the SDS for handling and shelf-life details.

    Recommended Application Scenarios

    • Shared textile industrial-park wastewater treatment.
    • Cotton reactive-dye and synthetic disperse-dye effluent.
    • Commissioning and optimization of new textile ETPs.

    How BWD-01 Works

    1. Charge neutralization: cationic groups interact with negatively charged reactive, direct and disperse dyes from cotton and synthetic processing and colored colloids.
    2. Destabilization: reduced electrostatic repulsion allows dissolved or finely dispersed color bodies to associate.
    3. Floc formation: the destabilized contaminants form visible aggregates; PAC may strengthen or densify flocs where testing supports it.
    4. Solid-liquid separation: the resulting flocs are removed by sedimentation or air flotation, producing clearer treated water.

    How to Choose and Test BWD-01

    • Collect both tenant source samples and the park composite.
    • Create clear dilution and dosing work instructions.
    • Confirm mixing energy and chemical storage under local site conditions.

    Use untreated and current-treatment controls in every jar-test series. Record raw-water pH, true or apparent color, CODcr, turbidity, temperature and production source. Photographs are useful, but analytical results and sludge behavior are required for a defensible selection.

    Recommended Application Procedure

    1. Collect a representative wastewater sample after appropriate screening and equalization.
    2. Prepare several BWD-01 working solutions by diluting the product with 10 to 40 times clean water.
    3. Use pH 7.5-8.0 as the TDS starting range for improved performance, then test nearby values if necessary.
    4. Dose BWD-01 into the wastewater and mix thoroughly for several minutes.
    5. Where color and CODcr remain high, test PAC before and after BWD-01 in separate beakers. Do not premix the chemicals.
    6. Allow the flocs to settle or evaluate them by dissolved-air flotation, matching the site's full-scale process.
    7. Compare final color, CODcr, turbidity, floc strength, separation time, sludge volume and total treatment cost before scale-up.

    Expected Treatment Results

    The BWD-01 TDS reports typical decolorization of approximately 50%-99% and CODcr reduction of approximately 50%-80% in suitable applications. These are reference ranges, not guaranteed results. Actual performance depends on dye class, concentration, auxiliaries, pH, mixing, chemical sequence and separation equipment.

    Compared with a high-dose inorganic-only program, BWD-01 may provide faster flocculation and settling and may reduce the inorganic contribution to sludge. The comparison should use dry solids, dewatering behavior and disposal cost where sludge reduction is a project objective.

    Bluwat Manufacturing Advantages

    • Manufacturer since 2000 with more than 25 years of water-treatment chemical production and export experience.
    • Three production bases supporting stable supply, batch control and multiple packaging options.
    • Products exported to more than 80 countries and used by over 5,000 industrial customers.
    • Quality and environmental systems including ISO 9001 and ISO 14001, with ZDHC-conformant BWD product support.
    • Routine control of appearance, solid content, specific gravity, pH, viscosity and solubility, supported by batch COA.
    • Free sample availability and technical support for jar-test design, dosage comparison and full-scale trial planning.
    • Standard BWD-01 packaging in 30 kg and 250 kg plastic drums or 1250 kg IBC containers.

    For African textile projects, Bluwat emphasizes practical dilution and dosing procedures, sample-based selection, flexible drum or IBC packaging and commissioning support for new or expanding ETPs.

    Frequently Asked Questions

    How should a textile park sample wastewater for BWD-01 testing?

    Test the equalized composite and several major tenant streams. This identifies both the overall dose and the tenant discharges responsible for peak demand.

    Is operator training important for BWD-01?

    Yes. Consistent dilution, pH measurement, chemical order and settling observation are essential. A simple repeatable jar-test sheet helps maintain control.

    What is the recommended BWD-01 dilution and wastewater pH?

    The TDS recommends dilution with 10 to 40 times water and identifies wastewater pH 7.5-8.0 as a useful starting range for better results. The final dilution, pH and dose must be confirmed with the actual effluent.

    Can BWD-01 be mixed directly with polyaluminum chloride?

    No. BWD-01 and PAC should be prepared and dosed separately. PAC may be added before or after BWD-01 depending on the flocculation test and the treatment process, but the concentrates should not be premixed.

    How should the final BWD-01 dosage be selected?

    Use a jar test with representative wastewater. Compare color, CODcr, turbidity, floc size, separation time and sludge volume. The best operating dose is the lowest stable dose that meets the plant's complete treatment objective.

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