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Air Stripping Industrial Wastewater Industrial Wastewater can be quickly, efficiently and economically treated using air strippers. ........... by Bruce Lamarre and Don Shearouse .... - ...... Air stripping removes a range of volatile and semi-volatile contaminants from water. And the performance of various types and sizes of tray-type air strippers for treating contaminated water now is highly pre- dictable because of laboratory studies. Air stripping can be a fast, efficient and economical approach to treating industrial wastewater. However, since every industrial wastewater stream is unique, each must be evaluated to determine its constituents, its potentially adverse effects on treatability, and any pretreatment steps necessary to ensure desired results. How air strippers work The general principles of air stripping are simple. In an air stripper, the surface area of a film of contaminated water is maximized while air is directed across it. Contaminants at . the aidwater interface volatilize and are discharged to the atmosphere or to an off-gas treatment system. The two main types of air strippers are packed towers and low profile, tray-type strippers. POLLUTION ENGINeERING SEPTEMBER 1994 In a packed tower air stripping system, water trickling over a packing media creates a water film. As water flows downward, it spreads thinner, creating more surface area. These thin films of water are met by a counterflow of air blown in from the bottom of the tower. This is the oldest - and still a widely used - form of air stripping. Low-profile air strippers have gained increasing accep- tance in the past five years and now are widely used at new remediation sites. The most common style of low-profile air stripper used is the tray-type unit, in which a shallow layer of water flows along one or more trays. Air is blown through hundreds of holes in the bottom of the trays to gen- erate a froth of bubbles - a large mass transfer surface area where the contaminants are volatilized. In the tray-type low-profile system, the air simultaneously creates the sur- face area and volatilizes the strippable constituents. Low-profile air strippers can operate at very high air-to- water ratios for high treatment efficiencies required for the more difficult-to-strip compounds, such as acetone and ammonia. They can be operated over a wide range of flow rates, so there is substantial turndown flexibility. They are

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Page 1: Air Stripping Industrial Wastewater - InfoHouseinfohouse.p2ric.org/ref/28/27567.pdf · Air Stripping Industrial Wastewater Industrial Wastewater can be quickly, efficiently and economically

Air Stripping Industrial Wastewater

Industrial Wastewater can be quickly, efficiently and economically treated using air strippers.

........... by Bruce Lamarre and Don Shearouse ....-......

Air stripping removes a range of volatile and semi-volatile contaminants from water. And the performance of various types and sizes of tray-type air strippers for treating contaminated water now is highly pre-

dictable because of laboratory studies. Air stripping can be a fast, efficient and economical

approach to treating industrial wastewater. However, since every industrial wastewater stream is unique, each must be evaluated to determine its constituents, its potentially adverse effects on treatability, and any pretreatment steps necessary to ensure desired results.

How air strippers work The general principles of air stripping are simple. In an air stripper, the surface area of a film of contaminated water is maximized while air is directed across it. Contaminants at . the aidwater interface volatilize and are discharged to the atmosphere or to an off-gas treatment system. The two main types of air strippers are packed towers and low profile, tray-type strippers.

POLLUTION ENGINeERING SEPTEMBER 1994

In a packed tower air stripping system, water trickling over a packing media creates a water film. As water flows downward, it spreads thinner, creating more surface area. These thin films of water are met by a counterflow of air blown in from the bottom of the tower. This is the oldest - and still a widely used - form of air stripping.

Low-profile air strippers have gained increasing accep- tance in the past five years and now are widely used at new remediation sites. The most common style of low-profile air stripper used is the tray-type unit, in which a shallow layer of water flows along one or more trays. Air is blown through hundreds of holes in the bottom of the trays to gen- erate a froth of bubbles - a large mass transfer surface area where the contaminants are volatilized. In the tray-type low-profile system, the air simultaneously creates the sur- face area and volatilizes the strippable constituents.

Low-profile air strippers can operate at very high air-to- water ratios for high treatment efficiencies required for the more difficult-to-strip compounds, such as acetone and ammonia. They can be operated over a wide range of flow rates, so there is substantial turndown flexibility. They are

Page 2: Air Stripping Industrial Wastewater - InfoHouseinfohouse.p2ric.org/ref/28/27567.pdf · Air Stripping Industrial Wastewater Industrial Wastewater can be quickly, efficiently and economically

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designed for easy access to and rapid removal of scale and other types of fouling that may occur frequently in indus- trial applications.

The amount of contamination that can be stripped from water depends on many factors, including:

the strippability of the compound(s); flow rate of the influent; residence time in the system; air flow; water temperature; air temperature; and the effects of solids,

minerals and other chemicals in the water.

The air stripper is a powerful tool because most of these variables can be controlled to ob- tain an optimized, site- specific solution for contaminant removal.

Air stripping is effective in removing contaminants found in a wide cross section of industrial waste streams, including:

food processing (ammonia);

electronics manu- facturing (chlorinated solvents);

petroleum products (BTEX and MTBE);

laundries (chlori- nated solvents);

printing plants (sol- vents);

plating solutions (sol- vents);

synthetic fiber pro- cessing (acetone); and

and/or pilot studies often are a prerequisite. Ionized VOCs. When volatile compounds, such as

ammonia and hydrogen sulfide, dissolve in water, they ion- ize and resist stripping. Strippability can be improved by adjusting pH levels, heating the water, and/or increasing residence time in the stripper. These measures need to be confirmed by treatability and pilot studies.

What else is in the water? i Once it has been determined that the contaminants are i strippable, it is necessary to determine what else is in the

The ability to air strip a chemical compound depends on the compound's solubility and volatility. Those easiest to strip exhibit high volatility and low solubility.

plastics processing (styrene).

Is the target contaminant strippable? Four classes of volatile organic compounds (VOCs) are candidates for removal from water by air stripping. If any are present in an industrial waste stream, air stripping could be a cost-effective method for their removal.

Readily strippable VOCs. Strippability of a compound is a function of its volatility and solubility. The easiest com- pounds to strip are highly volatile and only slightly soluble, for example, BTEX (benzene, toluene, ethylbenzene and xylenes). The volatiles readily flash from the liquid phase to the vapor phase. With these compounds, air stripping provides excellent cost/performance benefits.

Water soluble VOCs. These chemicals, such as acetone and MEK, are both volatile and water soluble, and this can cause strippability problems, which are difficult to predict. Treatability or pilot studies are an essential part of an air stripper evaluation for these compounds.

Extractable VOCs. With extractables, such as diesel and jet fuels and fuel oil, low volatility makes the strippability of these compounds difficult to predict. Again, treatability

waste stream, what effect these substances may have on air stripper performance, and how any negative effects may be mitigated. The following characteris- tics of waste streams should be considered for their effect on air stripper performance:

Suspended solids. Materials that float or settle are considered suspended solids. These include fibers, sand or grit, and sticky materi- als, such as oil and grease. To prevent the air stripper from plug- ging, suspended solids typically are removed upstream by filtration, flocculation or flotation.

Dissolved solids. These include iron and manganese minerals, chloride, sulfate and carbonate salts, and cal- cium and magnesium-

bearing minerals. Precipitation is a problem withdissolved solids because it causes fouling. There also may be material compatibility problems. Chlorides, for example, may cor- rode stainless steel. Plating waste is an example of a waste stream in which stripping is complicated by the presence of a number of dissolved solids. For dissolved solids, a lab test is used for the pretreatment selection of a sequestering agent, pH adjustment and solid/liquid separation requirements.

Total solids. The complete solids content of a waste stream, suspended and dissolved, can be determined by a total solids test. This test often provides values different from those produced by adding the suspended and dis- solved contents.

Heavy metals. Because they may not precipitate, the pres- ence of salts of heavy metals such as lead, copper, zinc and mercury does not directly effect air stripper performance.

Biological oxygen demand (BOD). This measurement indicates how much oxygen is used by bacteria in degrad- ing organic materials, providing an indirect calibration of how much organic material is present in the waste stream. Unfortunately, BOD is of little use in predicting air stripper performance because it does not tell how much of the organic content is strippable. However, reduc-

SEPTEMBER 1994 POLLUTION ENGINEERING

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For large systems, it may be prudent to set up an on-site pilot system that can be scaled up to final treatment needs.

In a tray-type air stripper, air is blown through holes in the aeration tray to form a froth of bubbles.

ing BOD may be an important goal to meet regulatory dis- charge requirements. In as much as air stripping will con- tribute to this reduction, it is important to know the BOD and the amount of BOD removal air stripping will be expected to contribute.

Chemical oxygen demand (COD). COD provides a gross indication of organic materials present. This indi- rect measure considers the amount of strong oxidizing agent needed to break up both biodegradable and non- biodegradable organics.

Surfactants, detergents, soaps, oils and greases. When these materials are present, a foam, rather than a froth, forms in the tray of the air stripper. Foaming prevents the vigorous generation of bubbles and severely inhibits strip- ping efficiency. Greases and oils typically are removed with oil/water separators. Flotation is a useful means of removing surfactants, detergents and soaps. If surfactants are in the waste stream, a treatability study is indicated.

Bacteria. Biofouling of equipment is caused by an over- growth of bacteria and/or fungal colonies. Biofouling usu- ally can be controlled through the addition of a biocide.

Dissolved oxygen (DO). DO has no effect on air strip- ping. However, an air stripper may be useful in increasing dissolved oxygen when more is needed. Higher DO can enhance downstream biological treatment processes.

Phosphorous. Most sequestering agents are phosphate based. However, there are discharge limits for phosphorous because it is a nutrient for bacteria and algae. Therefore, a high phosphorous content in the discharge stream may pre- clude the use of sequestering agents for pretreatment.

Toxicity. Toxicity is not affected by air stripping per se, but is a discharge consideration and another indicator of what is happening in the waste stream.

pH. The relative acidity/alkalinity of the waste stream has an influence on the degree of foaming within the strip- ping trays, the degree of ionization of contaminants and the corrosion effects of certain chemicals. The pH may need to be controlled with a chemical feed system.

Water temperature. Volatility is enhanced at high water temperatures. High temperature also may accelerate corro- sion. Therefore, it may be necessary to heat or cool incom- ing water for optimum air stripper performance.

Flow rate. To size air stripping equipment properly, it is essential to know the rates at which the waste stream will be treated. If the process is intermittent, the batch size and how much time is available for treatment must be known.

POLLUTION ENGINEERING SEPTEMBER 1994

Other considerations Other important considerations include air quality standards, upstream and down- stream equipment, and confidence in ana- lytical support.

Air quality standards. In some areas, off- gas treatment is required. This process adds to the costs of equipment, maintenance and operation.

Upstream and downstream equipment. Water delivered from upstream equipment should be in a treatable condition; water dis- charged downstream should not have char- acteristics that negatively affect subsequent processes. Frequently, air stripping is the final treatment process before wastewater discharge. Occasionally, there are reasons to alter this sequence. For example, it might be

necessary to remove VOCS from sludge beiore it is dewa- tered so it is not classified as a hazardous waste. In this case, rough stripping may precede dewatering. Subsequently, water would be polished in a secondary stripping operation to remove residual VOCs.

Confidence in analytical support. The more familiar the analytical lab is with the operating conditions of a particu- lar waste stream, the greater likelihood that the test results will provide useful design data necessary for a specific air stripping system for a site.

Treatability/pilot studies Some treatment issues may be resolved by performing sim- ple lab tests. These involve making chemical adjustments to small batches of stream samples to remove solids, such as iron, or to help determine other pretreatment needs.

In most cases, however, air stripper performance for the total wastewater treatment system only can be assessed accurately by treatability or pilot studies. These involve the bench-scale set up and simulation of all processes to be used at the site. Operating conditions and the sequence of operation of these units is optimized. The site-specific system configuration then is based on the treatability study. For large systems, it may be prudent to set up an on- site pilot system that can be scaled up to the final treat- ment requirements.

Applicable waste streams Air stripping should be evaluated as the removal method for any waste stream containing volatile contaminants that are readily strippable, water soluble, extractable or ioniz- able. Most often, air stripping is the method of choice for removing readily strippable VOCs. Other categories of volatile contaminants frequently are difficult to remove, no matter what the method. For these, air stripping can be cost-effective.

Bruce Lamarre, PE, is president and Don Shearouse, PE, is director of industrial sales for North East Environmental Products lnc., West Lebanon, N.H., 603-298-7061.

Reprinted from POLLUTION September, 1994 0 1994 by CAHNERS PUBLISHING COMPANY

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Protected under US. Patent No. 5,045,215. Other US. and International Patents Pending. ShallowTray is a registered trademark of North East Environmental Products, Inc. 0 1993 North East Environmental Products, Inc.