english
français
Deutsch
Italiano
Русский
Español
português
Nederlandse
ελληνικά
日本語
한국
العربية
हिन्दी
Türkçe
indonesia
tiếng Việt
ไทย
বাংলা
فارسی
polski
Shared textile industrial-park treatment
Centralized ETPs receiving wastewater from multiple tenant factories and production departments.
Bluwat BWD-01 Water Decoloring Agent
BWD-01 for Textile Industrial-Park Wastewater Treatment in Ethiopia
A jar-test-driven organic decolorant program for shared textile industrial parks, cotton reactive-dye wastewater, synthetic disperse-dye effluent and commissioning of new or expanding ETPs.
50% min Solid content
pH 7.5-8.0 Recommended starting range
30 / 250 / 1250 kg Standard packaging options
Product Overview
Shared treatment systems receive changing fiber, dye and auxiliary loads
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.
Textile Wastewater Problem in Ethiopia
Multiple tenants create variable color chemistry and load peaks
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 dosage, creating more sludge without proportional color improvement.
BWD-01 Treatment Solution
Use BWD-01 with equalization, tenant-aware sampling and a standard jar-test procedure that can be repeated whenever 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 products must be prepared and dosed separately.
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.
Technical Specifications
BWD-01 product data
| 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
Where BWD-01 can be evaluated
Cotton and synthetic-fiber effluent
Cotton reactive-dye wastewater and synthetic disperse-dye effluent requiring color and solids control.
New ETP commissioning
Startup, optimization and operator training for new or expanding textile wastewater treatment plants.
How BWD-01 Works
Four stages from charge neutralization to separation
Charge neutralization
Cationic groups interact with negatively charged reactive, direct and disperse dyes from cotton and synthetic processing, together with colored colloids.
Destabilization
Reduced electrostatic repulsion allows dissolved or finely dispersed color bodies to associate.
Floc formation
Destabilized contaminants form visible aggregates. PAC may strengthen or densify flocs where testing supports it.
Solid-liquid separation
The resulting flocs are removed by sedimentation or dissolved-air flotation to produce clearer treated water.
How to Choose and Test BWD-01
Link tenant sampling, operator instructions and site conditions
Sample tenants and the composite
Collect both major tenant source samples and the equalized industrial-park composite.
Standardize work instructions
Create clear dilution, dosing, pH measurement and jar-test observation procedures for operators.
Confirm local operating conditions
Verify mixing energy, chemical storage, feed equipment and separation performance under 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
Seven-step jar-test and scale-up workflow
1
Collect the sample
Collect representative wastewater after appropriate screening and equalization.
2
Prepare working solutions
Dilute BWD-01 with 10 to 40 times clean water and prepare several test concentrations.
3
Adjust the starting pH
Use pH 7.5-8.0 as the TDS starting range, then test nearby values where necessary.
4
Dose and mix
Add BWD-01 to the wastewater and mix thoroughly for several minutes.
5
Compare PAC sequence
Test PAC before and after BWD-01 in separate beakers. Do not premix the chemicals.
6
Evaluate separation
Allow flocs to settle or evaluate them by DAF, matching the site's full-scale process.
7
Compare total performance
Review final color, CODcr, turbidity, floc strength, separation time, sludge volume and treatment cost.
Expected Treatment Results
Reference performance ranges from the BWD-01 TDS
50%-99% Typical decolorization reference range
Actual removal depends on dye class, concentration, auxiliaries, pH, mixing, chemical sequence and separation equipment.
50%-80% Typical CODcr reduction reference range
These values are indicative for suitable applications and are not guaranteed operating results.
Compared with a high-dose inorganic-only program, BWD-01 may provide faster flocculation and settling and may reduce the inorganic contribution to sludge. Where sludge reduction is a project objective, compare dry solids, dewatering behavior and disposal cost rather than wet sludge volume alone.
Bluwat Manufacturing Advantages
Manufacturing, documentation and African project support
25+ years of manufacturing experience
Manufacturer since 2000 with long-term water-treatment chemical production and export experience.
Three production bases
Multiple production sites support stable supply, batch control and flexible packaging options.
Global application experience
Products exported to more than 80 countries and used by over 5,000 industrial customers.
Quality and environmental systems
ISO 9001 with ZDHC-conformant BWD product support.
Routine batch quality control
Appearance, solid content, specific gravity, pH, viscosity and solubility are supported by batch COA.
Jar-test technical support
Free samples and support for dosage comparison, chemical sequence and full-scale trial planning.
Flexible packaging
Standard BWD-01 supply in 30 kg and 250 kg plastic drums or 1250 kg IBC containers.
African textile project support
Practical dilution and dosing procedures, sample-based selection, drum or IBC planning and commissioning support for new or expanding ETPs.
Frequently Asked Questions
Practical BWD-01 questions for Ethiopian textile parks and mills
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 chemical 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 when the production mix changes.
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 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.