1998
DOI: 10.1016/s0273-1223(98)00469-7
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Process state evaluation of alternating Oxic—Anoxic Activated Sludge using ORP, pH and DO

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Cited by 53 publications
(5 citation statements)
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“…Macroelectrodes have been shown to be valuable tools for direct detection of ORP in streams or lakes, wastewater treatment reactors, and water distribution systems due to the speed of analysis, low maintenance cost, and availability of necessary equipment. For example, it has previously been shown that on-line monitoring of ORP can be a reliable and effective technique for control of the activated sludge process, sludge digestion, biological nutrient removal, and chemical oxidation/reduction processes ( ). ORP values can also provide significant information for disinfection in pool, spa, and potable water since they are related to the kill time of Escherichia coli bacteria in water ().…”
Section: Introductionmentioning
confidence: 99%
“…Macroelectrodes have been shown to be valuable tools for direct detection of ORP in streams or lakes, wastewater treatment reactors, and water distribution systems due to the speed of analysis, low maintenance cost, and availability of necessary equipment. For example, it has previously been shown that on-line monitoring of ORP can be a reliable and effective technique for control of the activated sludge process, sludge digestion, biological nutrient removal, and chemical oxidation/reduction processes ( ). ORP values can also provide significant information for disinfection in pool, spa, and potable water since they are related to the kill time of Escherichia coli bacteria in water ().…”
Section: Introductionmentioning
confidence: 99%
“…The alternate cycles is an automatically controlled process, where the intermittent aeration of the continuously fed bioreactor is managed on the basis of on-line signals of dissolved oxygen (DO) and oxidation reduction potential (ORP), which are processed in real time by the control device. In particular, these signals, coming from consolidated and inexpensive probes, are able to indirectly detect the exhaustion of the ammonia, during the aerobic phases, and of the nitrates, during the anoxic phases. Therefore, the control device can establish the optimal alternation of the aerobic and anoxic phases with relation to the actual influent loadings.…”
Section: Methodsmentioning
confidence: 99%
“…In particular the ammonia disappering during the aerobic phase is identified by an optimal condition on the DO or ORP profile versus time, and nitrates disappearing in the anoxic phase is identified by the ORP profile versus time at the end of the denitrification phase. Further, set points for DO and ORP values and the time-out for the length of the aerobic and anoxic phases are adopted to avoid over aeration to better manage the process (Paul et al 1998;Battistoni & Chemitec 1999).…”
Section: The Alternate Cycles Processmentioning
confidence: 99%