jiangmou2024@gmail.com
Dongguan, Guangdong Province, China
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A 50 m³/day treatment project for chrome, nickel and zinc plating wastewater, combining targeted pretreatment, solid-liquid separation and MVR evaporation to recover water and minimize liquid discharge.
The facility generated wastewater from chrome, nickel and zinc electroplating operations. The water contained elevated concentrations of dissolved metals, cyanide, salts and other compounds that made consistent treatment difficult.
Conventional precipitation could remove a large portion of the metals, but it did not address every part of the problem. Variable batch chemistry, complexing agents, dissolved salts, sludge handling and the cost of wastewater disposal all had to be considered together.
The treatment objective therefore went beyond meeting a single discharge number. The plant wanted a system that could reduce wastewater volume, recover usable water, limit operator intervention and move the process toward zero liquid discharge.
Electroplating wastewater can change significantly from line to line and from batch to batch. A useful treatment design starts with the actual wastewater chemistry rather than selecting equipment first.
| Parameter | Typical Range |
|---|---|
| Total Chromium | 250–350 mg/L |
| Nickel | 180–220 mg/L |
| Zinc | 120–150 mg/L |
| Copper | 80–100 mg/L |
| Cyanide | 15–25 mg/L |
| TDS | 8,000–12,000 mg/L |
| pH | 2.5–4.5 |
Values above are specific to this project and should not be treated as universal electroplating wastewater data.
Plating wastewater rarely behaves like a single, stable waste stream. The design has to deal with metals, chemistry changes, dissolved salts and residual concentrate at the same time.
Chromium, nickel, zinc and copper do not necessarily precipitate under identical conditions. pH control and chemical selection have a direct effect on removal performance and sludge production.
Cyanide-bearing streams should be addressed before the main concentration stage. In this project, cyanide destruction was incorporated into pretreatment before metals precipitation.
Complexing agents can keep metals dissolved even when the pH appears suitable for conventional precipitation, making stable treatment more difficult.
Removing suspended solids and precipitated metals does not automatically remove dissolved salts. This becomes important when water reuse or ZLD is the objective.
Batch production, drag-out, rinse-water variations and different plating lines can change the hydraulic and chemical load entering the treatment plant.
Even when a plant can discharge treated water, sludge handling, concentrate disposal and freshwater consumption can make the existing process expensive to operate.
Instead of sending untreated plating wastewater directly to an evaporator, the system first removes the compounds that can interfere with concentration and water recovery.
Mixed wastewater is collected and equalized to reduce sudden changes in flow and concentration before chemical treatment.
Cyanide-bearing wastewater is oxidized under controlled conditions before entering the downstream metals treatment process.
pH and chemical dosing are controlled to convert dissolved metals into removable solids.
Clarification and filter pressing separate precipitated solids from the liquid stream before evaporation.
The remaining dissolved contaminants and salts are concentrated while vapor is recovered as condensate.
Recovered water is conditioned for reuse, while the concentrated residual stream is reduced to a much smaller volume for further handling.
For plating wastewater, pretreatment quality has a direct effect on scaling, fouling, corrosion, concentrate behavior and condensate quality. The evaporation stage should be designed as part of the complete treatment train.
Evaporation is most useful when the project is being driven by water recovery, high dissolved solids, disposal reduction or a ZLD requirement—not simply because heavy metals are present.
The figures below are from this specific electroplating project. They are useful as a reference point, but actual performance depends on wastewater chemistry, system configuration and operating conditions.
Recovered water was returned to the plating operation after appropriate conditioning.
Significant reductions were recorded for chromium, nickel, zinc and copper in the recovered water.
The treatment train was configured around a zero liquid discharge operating objective.
| Parameter | Influent | Recovered Water | Reported Reduction | Project Limit / Target |
|---|---|---|---|---|
| Total Chromium | 300 mg/L | <0.05 mg/L | >99.98% | 0.1 mg/L |
| Nickel | 200 mg/L | <0.1 mg/L | >99.95% | 0.5 mg/L |
| Zinc | 135 mg/L | <0.1 mg/L | >99.93% | 0.5 mg/L |
| Copper | 90 mg/L | <0.05 mg/L | >99.94% | 0.3 mg/L |
| Cyanide | 20 mg/L | <0.1 mg/L | >99.5% | 0.2 mg/L |
| TDS | 10,000 mg/L | <50 mg/L | >99.5% | 500 mg/L |
Reported annual disposal cost reduction for this project.
Reported savings associated with recovered-water reuse.
Reported reduction compared with the facility's previous treatment and disposal arrangement.
A useful proposal needs more than the wastewater volume. These are the parameters that help determine pretreatment, evaporator configuration, construction material and expected water recovery.
Average flow, peak flow, operating hours and whether the wastewater is continuous or batch generated.
pH, TDS, chlorides, sulfates, COD, metals, cyanide, complexing agents and other relevant constituents.
Current precipitation, filtration, RO, ion exchange, evaporation or off-site disposal arrangements.
Discharge, water reuse, volume reduction, metal recovery or a complete zero liquid discharge strategy.
These are the questions that usually come up when a plating plant is comparing chemical treatment, membrane separation, evaporation and water-reuse options.
Send us your wastewater analysis and operating conditions. We can use that information to discuss a treatment route, preliminary system configuration and the data still needed before equipment sizing.