2009
DOI: 10.2166/wst.2009.623
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Balancing yield, kinetics and cost for three external carbon sources used for suspended growth post-denitrification

Abstract: Facilities across North America are designing plants to meet stringent limit of technology (LOT) treatment for nitrogen removal. In the Mid-Atlantic region of the United States, this is in response to the Chesapeake Bay Agreement, which limit effluent total nitrogen discharges from wastewater treatment plants to between 3-5 mg/L. Since denitrification is crucial for the removal of nitrogen, maximizing this process step will result in a decrease in nutrient load to the receiving waters. Of particular interest i… Show more

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Cited by 47 publications
(36 citation statements)
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“…Similarly, higher yield coefficients for denitrifying bacteria grown on ethanol than methanol has been previously observed using activated sludge (Mokhayeri et al 2009;Peng et al 2007). The kinetics during three phases demonstrated the versatility of M. universalis FAM5 in responding to differences in the carbon substrate in terms of denitrification kinetics (Figure 2), which was manifested in sustained nitrate conversion during all three phases (Figure 1).…”
Section: Chemostat Culture Performance Biokinetics and Cell-yieldssupporting
confidence: 64%
“…Similarly, higher yield coefficients for denitrifying bacteria grown on ethanol than methanol has been previously observed using activated sludge (Mokhayeri et al 2009;Peng et al 2007). The kinetics during three phases demonstrated the versatility of M. universalis FAM5 in responding to differences in the carbon substrate in terms of denitrification kinetics (Figure 2), which was manifested in sustained nitrate conversion during all three phases (Figure 1).…”
Section: Chemostat Culture Performance Biokinetics and Cell-yieldssupporting
confidence: 64%
“…A simple method to improve the effectiveness of nutrient removal is to add commercially available organic compounds (i.e. methanol, ethanol, acetic acid), called "conventional" carbon sources (Cho et al, 2004;Mokhayeri et al, 2009). Because these processes generate additional operational costs, alternative solutions to the problem are currently being sought.…”
Section: Introductionmentioning
confidence: 99%
“…The anaerobic, anoxic and aerobic (A 2 O) process has been widely used for biological nitrogen and phosphorus removal from wastewater. Shortages of organic carbon in influent wastewater also occurs, and the supplement of external organic carbons such as acetate and methanol has been examined and practiced for enhancing biological nitrogen removal [5,6]. Another enhanced biological nitrogen removal is through endogenous denitrification in intermittently aerated systems or in processes with alternative anoxic/oxic phases [7,8].…”
Section: Introductionmentioning
confidence: 99%