basic undrstanding of brewery waste water & review of the 5 stages

Overview of Brewery Wastewater

  • Brewery wastewater is unique due to its composition and generation sources.

Types of Wastewater Discharges

  • Processed Wastewater:

    • Includes all drains in the brewery, excluding sanitary drains.

    • Piped to a sump or pit from which the effluent leaves the property.

    • Areas like food preparation or tasting rooms contribute to this type of wastewater.

    • Municipalities often have sampling points outside the brewery for testing.

  • Sanitary Wastewater:

    • Originates from restrooms and human washing stations where coliform bacteria may be present.

    • Ideally kept separate from processed wastewater.

  • Stormwater:

    • Collected during precipitation from parking lots, process areas, and roofs.

    • Often connected to the processed sewer system in older municipalities; current practices recommend separation to prevent overload in municipal treatment plants.

Estimating Volumetric Flow of Processed Wastewater

  • Wastewater generation is dependent on variables such as water usage.

  • Suggested method: Perform a mass balance of incoming water vs. outgoing wastewater.

    • High evaporation loss: 10-15%.

    • Water in beer and residuals: Approximately 80% water by weight.

Benchmarking Water Use

  • The Beverage Industry Environmental Roundtable (BIER) conducts benchmarks of water use across breweries.

  • Average water use: 3.8 liters of water for every liter of beer produced.

    • Equivalent to 3.8 barrels of water for each barrel of beer.

  • Smaller packaging (e.g., 12 oz bottles) generally requires more water than larger packages.

  • Larger facilities often have better water efficiency due to economies of scale.

Wastewater Generation Estimates

  • For every liter of water used, expect about 80% to be discharged as wastewater, indicating a wastewater-to-water ratio of approximately 0.8.

  • Measure variations in wastewater flow due to solids in effluent which may skew accuracy.

Key Wastewater Parameters

  • Biochemical Oxygen Demand (BOD): Measures the amount of oxygen required by aerobic organisms to decompose organic material.

    • High BOD indicates a high contamination level.

    • A standard BOD test (BOD5) is conducted over five days.

  • Total Suspended Solids (TSS): Measures the solid particulates in wastewater.

  • pH: Typically managed using neutralization systems to meet municipal regulations.

  • Nitrogen Content: Increasingly regulated due to potential surcharges from municipal treatment facilities.

Testing for Organic Content

  • Chemical Oxygen Demand (COD): Faster alternative to BOD testing; results are available within hours.

  • BOD/COD ratio: Generally between 0.5 to 0.7 for brewery wastewater.

Mass Balance Calculations

  • Create both a water mass balance and a wastewater loading mass balance for effective management.

  • Key areas to investigate for high BOD and TSS include rinse waters and fermentation processes.

  • Flow measurement can be performed using mobile flow meters or simple bucket-stopwatch methods.

  • Assess impacts on wastewater profile based on specific brewing processes.

Practical Tips

  • Focus sampling efforts on drains with suspected high levels of contamination.

  • Collecting flow-weighted composite data is more accurate but costly; grab samples can suffice for initial assessments.

  • Maintain an inventory of drainage sources and their respective flow and concentration measurements to better manage wastewater.

True/False Questions
  1. True or False: Brewery wastewater can contain coliform bacteria.

    • Answer: True

  2. True or False: The average water use in breweries is approximately 3.8 liters for each liter of beer produced.

    • Answer: True

  3. True or False: BOD testing is a faster method than COD testing.

    • Answer: False

  4. True or False: Stormwater should be collected separately to prevent overload in treatment plants.

    • Answer: True

  5. True or False: For every liter of water used, approximately 80% should be expected to be discharged as wastewater.

    • Answer: True