
When selecting water treatment equipment for baijiu blending, do not focus solely on whether the product water has low conductivity. Hardness mainly reflects the calcium and magnesium ion content and is related to the risk of precipitation and haze after dilution. Conductivity reflects the overall ability of ions in the water to conduct electricity. It is suitable for monitoring desalination performance, but cannot replace hardness testing. Set separate limits for both indicators and confirm the applicable range through dilution trials using the actual base liquor.
A sound selection sequence is to first determine variations in the raw water and the stability requirements for the finished liquor, then select the treatment process, and finally specify the guaranteed values at the blending water point of use. Compliant water at the treatment unit outlet does not mean the water will remain compliant after storage and conveyance, nor does it guarantee that the finished liquor will not turn hazy.

Total hardness is generally expressed as mg/L as calcium carbonate. Once calcium and magnesium ions enter the liquor, they may contribute to the formation of insoluble substances under specific composition and storage conditions. However, haze after baijiu dilution may also result from reduced solubility of components such as higher fatty acid esters, so not all clarity problems should be attributed to water hardness.
Conductivity is commonly expressed in μS/cm. For comparison, readings should be standardized to a reference temperature of 25°C, and it should be clear whether the instrument’s temperature compensation is enabled. Conductivity is sensitive to changes in the total ion content, but does not identify which specific ions have increased, nor does it directly indicate the presence of organic matter or microorganisms.
A water softener illustrates the difference between the two: sodium ion-exchange resin removes calcium and magnesium while releasing sodium ions. Hardness decreases, but conductivity may not decrease significantly. Therefore, neither “softened water is low-salt water” nor “compliant conductivity means compliant hardness” is a valid acceptance criterion.
Compliance with drinking water requirements does not automatically mean water is suitable for blending. Raw water should meet applicable health requirements, while blending water requires internal control indicators established based on the liquor’s style, target alcohol content, storage temperature, and shelf life. A supplier’s generic “pure water standard” cannot replace validation for compatibility with the liquor.
For a proposed low-mineral-content water solution, total hardness ≤1 mg/L (as CaCO₃) and conductivity ≤10 μS/cm (at 25°C) can be used as candidate conditions for pilot testing, not as industry-wide limits. Whether lower values are necessary should be determined by comparing clarity after dilution, low-temperature stability, changes during standing, and sensory results across different water samples. Do not add further desalination equipment without demonstrated benefits.
Testing should use representative base liquor, cover the low-alcohol products planned for production and unfavorable storage conditions, and keep the dilution, mixing, and subsequent filtration methods consistent. Otherwise, differences in process operation may be mistaken for differences in water quality. Once the acceptable range has been determined, set operational warning limits below the release limits to allow for membrane performance degradation and fluctuations in raw water quality.
If raw water has high hardness, softening can serve as a pretreatment measure to prevent scaling before reverse osmosis. Whether the softened water can be used directly for blending still depends on residual salt content and liquor testing. If both hardness and other dissolved salts need to be reduced, reverse osmosis is more consistent with the control objective than softening alone.
Whether a single-pass reverse osmosis system is sufficient cannot be determined solely from the membrane element’s rated salt rejection. Product water quality is also affected by feed-water salinity, temperature, recovery rate, operating pressure, and membrane aging. The technical proposal should specify the projected product water indicators under unfavorable raw water conditions, rather than provide calculations for only one set of feed-water conditions.
If a single-pass reverse osmosis system cannot consistently meet the validated water quality limits, then consider a second pass. EDI or mixed-bed systems are suitable where deeper desalination is genuinely required, and should not be installed simply because “lower conductivity is always better.” They also impose additional requirements for feed-water conditions, maintenance, and operational management.
Pretreatment also requires careful assessment: particulates affect membrane fouling, residual chlorine may damage polyamide membranes, and iron, manganese, and organic matter increase operational risks. Activated carbon, softening, or antiscalant measures should be selected based on the water quality report. After dechlorination with activated carbon, pay particular attention to microbial control in the downstream system.
After low-conductivity product water enters a storage tank, it may be affected by carbon dioxide in the air, equipment residues, and pipeline contamination. Acceptance testing only at the reverse osmosis outlet may miss problems caused by inadequate tank cleaning, dead legs in piping, or prolonged shutdowns.
The water treatment system should specify the storage tank’s usable capacity, turnover time, circulation method, drainability, and cleaning and disinfection conditions. Capacity should not be calculated solely from average daily water consumption: peak demand during concentrated blending can be met through an appropriate combination of storage capacity and water production capacity, but cannot be addressed by endlessly increasing tank size.
If the same workshop is also equipped with downstream equipment such as the GDP30-24-6 bottle rinsing, filling, and capping monoblock, water quality, flow rate, and piping boundaries for bottle rinsing and blending should be confirmed separately. They should not be subject to the same acceptance criteria merely because they share a water source.
Acceptance documents should clearly specify raw water conditions, rated production capacity, recovery rate, water temperature range, and sampling locations. The detection capability of the hardness testing method must be below the agreed limit; ordinary test strips or titration methods with an unsuitable measurement range are not appropriate for demonstrating compliance for low-hardness product water.
Conductivity should be continuously monitored online and verified with a calibrated instrument. Hardness testing frequency should be set according to risk at the raw water, post-softening, and final points of use. Alarm, supply shutdown, or diversion measures should be agreed for abnormal water to prevent out-of-spec water from entering the blending tank.
Final acceptance should verify water quality during stable operation, as well as under conditions such as startup and shutdown and water supply after storage, and should include testing with actual liquor samples. A worthwhile solution is one that consistently supplies suitable water quality under the agreed operating conditions, rather than one that can only demonstrate a very low conductivity reading once.
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