کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4481522 1623109 2014 12 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Implications of changes in solids retention time on long term evolution of sludge filterability in anaerobic membrane bioreactors treating high strength industrial wastewater
ترجمه فارسی عنوان
تاثیرات تغییر زمان دفع مواد جامد در تکامل طولانی مدت فیلتراسیون لجن در بیوراکتورهای غشایی بی هوازی، درمان فاضلاب صنعتی با قدرت بالا
کلمات کلیدی
بیوراکتور غشایی بی هوازی، نیشکر نازک ذرت، فوران غشاء، فیلتراسیون لجن، زمان نگهداری جامدات
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات فرآیندهای سطح زمین
چکیده انگلیسی


• Accumulation of colloids and solutes in AnMBRs can be limited by SRT optimization.
• Better sludge filterability was observed at 20 days SRT compared to elevated SRTs.
• Sludge physicochemical characteristics correlated well with sludge filterability.
• Gross membrane fluxes between 10 and 14 L m−2 h−1 were obtained at 0.5 m s−1 CFV.

Long-term experiments were conducted to assess the impact of changing the solids retention time (SRT) on sludge filterability in anaerobic membrane bioreactors (AnMBRs), treating corn-based bioethanol thin stillage. Well established parameters, such as capillary suction time (CST) and specific resistance to filtration (SRF), developed for sludge dewatering, were used to evaluate the SRT effect on sludge filterability. Our results clearly demonstrated that SRT is one of the most important factors influencing sludge filterability in AnMBRs. SRT effects the accumulation of fine particles and solutes, which were found to affect attainable flux and fouling, in reactor broth. A better filterability was observed at a SRT of 20 days compared to elevated SRTs, i.e. 50 days. A clear correlation between sludge filtration characteristics and membrane filtration resistance could not be established especially at short SRTs, whereas many parameters such as total suspended solids (TSS), CST, soluble microbial products (SMP) and supernatant filterability were found to be mutually correlated. Net membrane fluxes between 9 and 13 L m−2 h−1 were obtained at 0.5 m s−1 cross-flow velocity and the long term fouling was controlled by using frequent filtration and backwash cycles.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Water Research - Volume 59, 1 August 2014, Pages 11–22
نویسندگان
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