1995
DOI: 10.1002/ep.670140113
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Design concepts for biological treatment of industrial wastewater

Abstract: The design challenge for an industrial wastewater treatment system is to create a process which is capable of responding to extreme variations in flow and pollutant concentration, while maintaining the effluent within permit limitations. For example, refinery wastewater is contaminated with oil, aromatics, ammonia, phenols, sulfide, and heavy metals. The degree of contamination is related to the refinery complexity, whereas the wastewater volume is related to refinery throughput as well as complexity. Wastewat… Show more

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Cited by 8 publications
(7 citation statements)
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“…The biodegradability criterion for wastewater is the ratio of COD to BOD. For domestic wastewater the ratio is about 1.6 and for industrial wastewater the ratio is usually larger than 2.5 (Capps et al 1995).This paper reports the results always as COD removal instead of BOD.…”
Section: Resultsmentioning
confidence: 85%
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“…The biodegradability criterion for wastewater is the ratio of COD to BOD. For domestic wastewater the ratio is about 1.6 and for industrial wastewater the ratio is usually larger than 2.5 (Capps et al 1995).This paper reports the results always as COD removal instead of BOD.…”
Section: Resultsmentioning
confidence: 85%
“…Biokinetic parameters are very important for the design of upper and lower operating limits capable of responding to variations in flow and pollutant concentrations, as pointed out previously (Ramalho 1983;Capps et al 1995). The biodegradability criterion for wastewater is the ratio of COD to BOD.…”
Section: Resultsmentioning
confidence: 96%
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“…The BOD/COD ratio provides a simple biodegradability criterion for industrial wastewater treatment. A ratio above 0.4 indicates that the wastewater is readily biodegraded in an activated sludge process, and vice versa (Capps et al, 1995). A longer residence time, which can be achieved by longer hydraulic retention times, or the addition of an adsorbent (such as activated carbon) is required to metabolize refractory substrates (i.e.…”
Section: Bod To Cod Ratiomentioning
confidence: 99%
“…Moreover, high sludge age is also required for the proliferation of nitrifying bacteria, if ammonia is a critical contaminant. A minimum sludge age of 40 days is recommended for effective COD and ammonia nitrogen treatment for industrial wastewater (Capps et al, 1995).…”
Section: First Order Bod Removal Ratementioning
confidence: 99%