2012
DOI: 10.1016/j.egypro.2012.05.012
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Dynamic Modelling of the Secondary Settler of a Wastewater Treatment Via Activated Sludge to Low-load

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Cited by 10 publications
(3 citation statements)
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“…Possible environmental damage changes are mostly caused by shock loads [4]. Due to the fluctuating nature of sewage and industrial wastes, the reactor ability of accepting shock load is the most significant design aspect for biological treatment systems [5].…”
Section: Modelling Of An Sbr Wwtp To Enhance the Performance Under Hymentioning
confidence: 99%
“…Possible environmental damage changes are mostly caused by shock loads [4]. Due to the fluctuating nature of sewage and industrial wastes, the reactor ability of accepting shock load is the most significant design aspect for biological treatment systems [5].…”
Section: Modelling Of An Sbr Wwtp To Enhance the Performance Under Hymentioning
confidence: 99%
“…Design, aeration, and operating conditions can all be altered to optimize system performance. Sludge activation methods include complete mixed activated sludge, extended aerated activated sludge, integrated fixed film activated Sludge (IFAS), sequential batch reactor (SBR), modified Ettinger Lodzak process (MLE), anaerobic process / Anoxic / aerobic (A2O), membrane bioreactor method (MBR) and others [5,14].…”
Section: -Introductionmentioning
confidence: 99%
“…Actually, activated sludge systems are a type of suspended growth biological wastewater treatment in which the degradation and removal of contaminants within the wastewater is performed by microorganisms [bacterial biomass suspension (the activated sludge)] (Evans 2012). Depending on the design and the specific application, an activated sludge wastewater treatment plant can achieve biological nitrogen removal and biological phosphorus removal, plus the removal of organic carbon substances (Aguilar-López et al 2013;Slater 2006;Evans 2012;Jeppsson 1996;Chachuat et al 2005;Banadda et al 2011;Gernaey et al 2004;Nelson and Sidhu 2009;Bakiri et al 2012). Many researchers have modeled and simulated the activated sludge process (Evans 2012;Jeppsson 1996;Chachuat et al 2005;Banadda et al 2011;Gernaey et al 2004;Nelson and Sidhu 2009;Bakiri et al 2012;Abdel Kader 2009).…”
Section: Introductionmentioning
confidence: 99%