کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6367647 1316843 2013 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Breakage and growth towards a stable aerobic granule size during the treatment of wastewater
ترجمه فارسی عنوان
انفجار و رشد به سمت یک اندازه گرانول ایروبیک پایدار در طی درمان فاضلاب
کلمات کلیدی
گرانول های هوازی، رشد شکستن اندازه گرانول بحرانی، تصفیه فاضلاب،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات فرآیندهای سطح زمین
چکیده انگلیسی


- Aerobic granule size dynamics were monitored during 50 days of wastewater treatment.
- Granule size migrated towards a critical particle size of 600-800 μm.
- A quantity of granules above a particular size is required for successful start-up and operation.

To better understand granule growth and breakage processes in aerobic granular sludge systems, the particle size of aerobic granules was tracked over 50 days of wastewater treatment within four sequencing batch reactors fed with abattoir wastewater. These experiments tested a novel hypothesis stating that granules equilibrate to a certain stable granule size (the critical size) which is determined by the influence of process conditions on the relative rates of granule growth and granule breakage or attrition. For granules that are larger than the critical size, granule breakage and attrition outweighs granule growth, and causes an overall reduction in granule size. For granules at the critical size, the overall growth and size reduction processes are balanced, and granule size is stable. For granules that are smaller than the critical size, granule growth outweighs granule breakage and attrition, and causes an overall increase in granule size. The experimental reactors were seeded with mature granules that were either small, medium, or large sized, these having respective median granule sizes of 425 μm, 900 μm and 1125 μm. An additional reactor was seeded with a mixture of the sized granules to represent the original source of the granular sludge. The experimental results were analysed together with results of a previous granule formation study that used mixed seeding of granules and floccular sludge. The analysis supported the critical size hypothesis and showed that granules in the reactors did equilibrate towards a common critical size of around 600-800 μm. Accordingly, it is expected that aerobic granular reactors at steady-state operation are likely to have granule size distributions around a characteristic critical size. Additionally, the results support that maintaining a quantity of granules above a particular size is important for granule formation during start-up and for process stability of aerobic granule systems. Hence, biomass washout needs to be carefully managed to optimize granule formation during the reactor start-up.

To understand the particle cycle of aerobic granules, it is revealed in reactor conditions they form and break to alter their particle size towards a steady-state critical size.104

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Water Research - Volume 47, Issue 14, 15 September 2013, Pages 5338-5349
نویسندگان
, , , , ,