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High strength wastewater treatment in a jet loop membrane bioreactor: kinetics and performance evaluation

机译:喷射环膜生物反应器中高强度废水处理:动力学和性能评估

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Treatment of wastewater containing high organic matter was investigated by means of a jet loop bioreactor combined with a membrane process. Volume of jet loop bioreactor and area of membrane filtration unit were 231 and 155 cm(2) respectively. It was found that jet loop reactor had high mass transfer coefficient (K(L)a) varying from 58.8 to 486 h(-1) depending on the water flow rate (i.e. power input) and air flow rate. Oxygen transfer efficiency and oxygenation capacity of the reactor varied from 12 to 22.5% and from 0.2 to 1.8 kg O-2 kW(-1), respectively. The efficiency of jet loop membrane bioreactor was found to be approximately 97% for a volumetric organic load of 2-97 kg COD/m(3) day over a period of 10 weeks. The reactor was not disturbed from the organic loads up to 68 kg COD/m3 day, but the treatment efficiency decreased to about 60% at higher organic loads. This decrease was due to insufficient oxygen transfer rate. The relationship between the effluent substrate concentration and the specific oxygen uptake rate (SOUR) values was determined. Applied food/microorganism (F/M) ratio was varied between 2.5 and 17 day(-1). Critical sludge age of the system (Theta(c)(m)) was evaluated to be 7.2 h. Sludge with unsatisfactory settling characteristics formed at high F/M values under turbulent conditions. Therefore, membrane process was used for solid-liquid separation and effluent solid concentration was approximately zero. Specific cake resistances (alpha) changed with F/M ratio. It was found that permeate fluxes were significantly effected with F/M ratio much more than mixed liquor suspended solids (MLSS). Average flux was 2.50 m(3)/m(2) day for 0.2 mum pore sized cellulose acetate membrane. It was concluded that the jet loop membrane bioreactor has distinctive advantages such as the ability to treat high strength wastewater, low area requirements and easy operation. (C) 2004 Elsevier Ltd. All rights reserved.
机译:通过喷射环式生物反应器结合膜工艺研究了含高有机物的废水的处理方法。喷射环生物反应器的体积和膜过滤单元的面积分别为231 cm和155 cm(2)。发现射流回路反应器具有高的传质系数(K(L)a),其取决于水流​​速(即,功率输入)和空气流速而在58.8至486h(-1)之间变化。反应器的氧气传输效率和充氧能力分别为12至22.5%和0.2至1.8 kg O-2 kW(-1)。发现在10周内,对于2-97 kg COD / m(3)天的有机体积体积而言,射流环膜生物反应器的效率约为97%。反应器不受高达68 kg COD / m3天的有机负荷的干扰,但在较高有机负荷下,处理效率降至约60%。该降低是由于氧气传输速率不足。确定了流出物底物浓度与比氧吸收率(SOUR)值之间的关系。应用的食物/微生物(F / M)比在2.5到17天(-1)之间变化。系统的临界污泥寿命(Theta(c)(m))被评估为7.2 h。在湍流条件下以高F / M值形成沉降特性不令人满意的污泥。因此,采用膜法进行固液分离,流出物的固体浓度约为零。电阻率(α)随F / M比而变化。发现渗透通量对F / M的影响显着大于混合液悬浮固体(MLSS)。 0.2微米孔径的醋酸纤维素膜的平均通量为2.50 m(3)/ m(2)天。得出的结论是,射流环膜生物反应器具有独特的优势,例如能够处理高强度废水,占地面积小且易于操作。 (C)2004 Elsevier Ltd.保留所有权利。

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