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Recycling Treated Municipal Wastewater for Industrial Water Use

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TM3: Recycled <strong>Wastewater</strong> System Components and Costs<br />

<strong>Recycling</strong> <strong>Treated</strong> <strong>Municipal</strong> <strong>Wastewater</strong> <strong>for</strong> <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong><br />

3.4 Selection of <strong>Water</strong> Reuse Treatment Technologies <strong>for</strong><br />

Specific <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong>s<br />

3.4.1 Factors to Consider<br />

There are a host of factors to consider in selecting a treatment process train <strong>for</strong> water<br />

reuse applications. The main factors have been discussed in this document and were<br />

used to define the base level water quality and base WWTP processes, including:<br />

<strong>Water</strong> reuse quality goals<br />

Effluent wastewater characteristics<br />

Type of water reuse application (purpose of water supply)<br />

The other factors to consider <strong>for</strong> specific applications are those typical of any planning<br />

study:<br />

Integration with existing facility processes, hydraulics, and site conditions<br />

Future facility or other service area expansions and proximity and treatment<br />

requirements <strong>for</strong> water reuse applications<br />

Process flexibility (<strong>for</strong> new and existing processes)<br />

Environmental issues<br />

Operation and maintenance (O&M) requirements including energy, chemicals,<br />

labor, automation, laboratory, and general maintenance.<br />

3.4.2 Technologies by Target Constituents<br />

Section 3.2.1 presented the treatment processes typically used to produce different<br />

levels of quality <strong>for</strong> water reuse applications. Table 7 lists these processes and<br />

identifies the specific categories of constituents they remove. The base WWTP defined<br />

<strong>for</strong> this study removes suspended solids, dissolved organic matter, ammonianitrogen,<br />

phosphorus, and pathogens (advanced secondary treatment). This supply<br />

may be adequate <strong>for</strong> some industries without additional treatment.<br />

The next level of treatment is usually filtration <strong>for</strong> consistent disinfection practices<br />

and/or additional particulate removal. Filtration is required by Title 22 <strong>for</strong> water used<br />

in cooling towers, or other applications with the potential <strong>for</strong> human contact.<br />

Particulate matter includes: suspended solids, colloidal, and/or organic matter and<br />

the related phosphorus (cell content). Filtration reduces particulates, including<br />

pathogens (bacteria, protozoan cysts, and oocysts), and also improves the disinfection<br />

process by removing particles that shield pathogens from the disinfectant (chlorine,<br />

UV, ozone).<br />

The next level of treatment will typically require some degree of dissolved constituent<br />

removal or additional nutrient removal. Hardness, related salts, metals, silica, and<br />

color were some of the constituents identified in Table 2 that required limited<br />

concentrations <strong>for</strong> various industrial uses. The treatment technology selected will<br />

depend on the exact constituents and amount to be removed, as well as the other<br />

processes used <strong>for</strong> the main WWTP and reclamation-specific processes.<br />

22 Craddock Consulting Engineers<br />

In Association with CDM & James Crook<br />

TM3-Component&Costs_0707

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