1985
DOI: 10.1080/10643388509381729
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The activated sludge process: State of the art

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Cited by 12 publications
(4 citation statements)
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“…AD is widely employed for managing SS biosolids, which are composed of bacterial cells with an elemental makeup of C 5 H 7 O 2 N (C/N ratio = 4.3). 145 When factoring in extracellular polymeric substances and primary sludge, carbon and nitrogen contents of SS are 44 ± 9%dw (n = 7) and 6.5 ± 2.1%dw (n = 9), respectively, yielding a C/N ratio of 8.3 ± 2.7 (n = 8) (Figure S2). Consequently, studies have focused on the AcoD of SS with carbon-dense substrates like FOG.…”
Section: Co-digestion Of Municipal Organicmentioning
confidence: 99%
“…AD is widely employed for managing SS biosolids, which are composed of bacterial cells with an elemental makeup of C 5 H 7 O 2 N (C/N ratio = 4.3). 145 When factoring in extracellular polymeric substances and primary sludge, carbon and nitrogen contents of SS are 44 ± 9%dw (n = 7) and 6.5 ± 2.1%dw (n = 9), respectively, yielding a C/N ratio of 8.3 ± 2.7 (n = 8) (Figure S2). Consequently, studies have focused on the AcoD of SS with carbon-dense substrates like FOG.…”
Section: Co-digestion Of Municipal Organicmentioning
confidence: 99%
“…Mostly, nitrogen removal performance was found to be the critical performance indicator (Orhon, 2015). CAS is accommodated by different process technology families which are • continuous activated sludge system with constant water level and separate reactor compartment and settler (Eckenfelder, 1998); • single-tank system operated at variable water level with time control (Silverstein & Schroeder, 1983); and…”
Section: Introductionmentioning
confidence: 99%
“…Mostly, nitrogen removal performance was found to be the critical performance indicator (Orhon, 2015). CAS is accommodated by different process technology families which are continuous activated sludge system with constant water level and separate reactor compartment and settler (Eckenfelder, 1998); single‐tank system operated at variable water level with time control (Silverstein & Schroeder, 1983); and alternating activated sludge processes with constant water level and time control: –BIODENITRO (Christensen, 1975) with alternating aeration tanks –BIOCOS (Ingerle, 2008, 2018) with alternating settler compartments. …”
Section: Introductionmentioning
confidence: 99%
“…In the EA process, the aeration is carried out over an extended period of time using a long HRT (18 to 24 hours) and a low food-tomicroorganism (F/M) ratio (high SRT) which results in little sludge but higher oxygen uptake per kg of BOD removed. This method was most commonly used where ease of operation and low sludge generation are needed (Eckenfelder & Grau, 1998). The volume of the extended aeration tank was calculated to be 23,000 m 3 using the average monthly influent flow and an HRT of 22 hrs.…”
Section: Treatment Scenarios and Design Parametersmentioning
confidence: 99%