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Drinking Water Treatment Technology Unit Cost Models

Drinking Water Treatment Technology Unit Cost Models

Federal laws and executive orders require EPA to estimate compliance costs for new drinking water standards. The three major components of compliance costs are:

  • Treatment
  • Monitoring
  • Administrative costs

Treatment technologies remove or destroy pollutants (such as arsenic, disinfection byproducts, and waterborne pathogens).

To estimate treatment costs, EPA developed several engineering models using a bottom-up approach known as work breakdown structure (WBS). The WBS models:

  • Derive system-level costs
  • Provide EPA with comprehensive, flexible and transparent tools to help estimate treatment costs

Each WBS engineering model contains a work breakdown for a particular treatment process. Engineering equations estimate equipment requirements given user-defined inputs such as design and average flow. Each model has many design assumptions (such as redundancy requirements).  The models provide unit cost and total cost information by component.

The models also contain estimates of:

  • Add-on costs (such as permits, pilot studies and land acquisition)
  • Indirect capital costs (such as site work and contingencies)
  • Annual operation and maintenance costs

Figure 1 shows the structural features used to generate treatment costs in the WBS models.

This diagram displays the variables that are factored in to determining water treatment costs
Figure 1. Structural features used to generate treatment costs in WBS models

The WBS models integrate these features into a series of worksheets in a Microsoft® Excel workbook for each technology. An input sheet allows users to define parameters (such as system design and average flows, target contaminant, and raw water quality). Critical design assumptions generally reflect engineering practices. Users can revise these values to reflect site-specific requirements.

WBS cost models are available to the public for the following treatment technologies:

Granular Activated Carbon (GAC)

  • Granular Activated Carbon (GAC) (xlsm)
  • GAC Documentation (pdf) (4.03 MB, March 2023)
  • GAC is a porous adsorption media that is useful for the removal of:
    • taste and odor compounds
    • natural organic matter
    • volatile organic compounds
    • synthetic organic compounds
    • disinfection byproduct precursors

Packed Tower Aeration (PTA)

  • Packed Tower Aeration (PTA) (xlsm)
  • PTA Documentation (pdf) (4.55 MB, March 2023)
  • PTA uses towers filled with a packing media to mechanically increase the area of water exposed to non-contaminated air. PTA reduces the concentration of volatile contaminants including:
    • volatile organic compounds
    • disinfection byproducts
    • hydrogen sulfide
    • carbon dioxide
    • other taste-and-odor-producing compounds

Multi-Stage Bubble Aeration (MSBA)

  • Multi-Stage Bubble Aeration (MSBA) (xlsm)
  • MSBA Documentation (pdf) (4.27 MB, March 2023)
  • MSBA uses basins and diffusers to release small air bubbles, causing volatile contaminants to pass from the water into the air. MSBA:
    • removes volatile organic compounds from source water
    • improves the taste and odor of the water

Anion Exchange (AE)

  • Anion Exchange (AE) (xlsm)
  • AE Documentation (pdf) (3.46 MB, March 2023)
  • AE for Perchlorate (xlsm)
  • AE for Perchlorate Documentation (pdf) (4.04 MB, March 2023)
  • AE for Per- and Polyfluoroalkyl Substances (PFAS) (xlsm)
  • AE for PFAS Documentation (pdf) (3.33 MB, March 2023)
  • AE removes negatively charged contaminants from water by passing it through a bed of synthetic resin. It is useful for removal of contaminants including:
    • arsenic
    • chromium-6
    • cyanide
    • perchlorate (note this requires use of a separate model above)
    • PFAS (note this requires use of a separate model above)
    • nitrate
    • sulfate
    • uranium

Cation Exchange (CE)

  • Cation Exchange (CE) (xlsm)
  • CE Documentation (pdf) (3.44 MB, March 2023)
  • CE removes positively charged contaminants from water by passing it through a bed of synthetic resin. It is useful for removal of contaminants including:
    • barium
    • chromium-3
    • radium
    • strontium
    • hardness ions such as calcium and magnesium

Biological Treatment

  • Biological Treatment (xlsm)
  • Biological Treatment Documentation (pdf) (4.85 MB, March 2023)
  • Biological treatment of drinking water uses indigenous bacteria to remove contaminants. It is useful for removal of contaminants including nitrate and perchlorate.

Reverse Osmosis and Nanofiltration (RO and NF)

  • Reverse Osmosis and Nanofiltration (RO/NF) (xlsm)
  • RO/NF Documentation (pdf) (4.41 MB, March 2023)
  • RO and NF are membrane separation processes that physically remove contaminants from water.
  • RO is useful for removal of contaminants including:
    • many inorganic contaminants (antimony, arsenic, barium, beryllium, cadmium, chromium, cyanide, mercury, nickel, nitrate, perchlorate, selenium)
    • dissolved solids
    • radionuclides
    • synthetic organic chemicals
  • NF is useful for removal of hardness, color and odor compounds, synthetic organic chemicals, and some disinfection byproduct precursors.

Adsorptive Media

  • Adsorptive Media (xlsm)
  • Adsorptive Media Documentation (pdf) (4.08 MB, March 2023)
  • Adsorptive treatment passes water through a media bed. Contaminants in the water adsorb to empty pore spaces on the surface of the adsorptive media. Adsorptive media is useful for removal of contaminants including:
    • antimony
    • arsenic
    • beryllium
    • fluoride
    • selenium
    • thallium
    • uranium
  • Note that granular activated carbon (GAC) is a type of adsorptive media, but EPA has a separate model (see above) for estimating the cost of GAC treatment.

Ultraviolet Photolysis and Advanced Oxidation (UVAOP)

  • Ultraviolet Advanced Oxidation (UVAOP) (xlsm)
  • UVAOP Documentation (pdf) (3.65 MB, March 2023)
  • Ultraviolet (UV) light can be used on its own (in photolysis), or in combination with chemical addition (in UV advanced oxidation), to reduce the concentration of organic drinking water contaminants. It is useful for removal of contaminants including:
    • 1,4-dioxane
    • N-nitrosodimethylamine (NDMA)

Caustic Feed

  • Caustic Feed (xlsm)
  • Caustic Feed Documentation (pdf) (2.71 MB, March 2023)
  • Caustic soda, also known as sodium hydroxide, can be added to drinking water to raise pH. 
  • Adjustment of pH can be useful prior to or following other treatment processes or on its own to prevent downstream corrosion in a distribution system.

Phosphate Feed

  • Phosphate Feed (xlsm)
  • Phosphate Feed Documentation (pdf) (2.78 MB, March 2023)
  • Phosphate-based chemicals can be added to drinking water to control corrosion in a distribution system.
  • Phosphate addition is among the treatment strategies for compliance with the federal Lead and Copper Rule.

Nontreatment Options

  • Nontreatment Options (xlsm)
  • Nontreatment Options Documentation (pdf) (3.68 MB, March 2023)
  • Instead of treating a contaminated water source, nontreatment options replace the source with water that meets applicable drinking water standards.
  • Nontreatment approaches can be useful when an alternate water source is readily available.

Learn about Technologies

Point-of-Use/Point-of-Entry Cost Estimating Tool

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Last updated on April 2, 2025
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