Siloxane removal and sludge disintegration using thermo-alkaline treatments with air stripping prior to anaerobic sludge digestion

被引:15
|
作者
Oshita, Kazuyuki [1 ,2 ,3 ]
Fujime, Motochika [2 ]
Takaoka, Masaki [1 ,2 ]
Fujimori, Takashi [1 ,2 ]
Appels, Lise [3 ]
Dewil, Raf [3 ]
机构
[1] Kyoto Univ, Cluster C, Grad Sch Global Environm Studies, Nishikyo Ku, Kyoto 6158540, Japan
[2] Kyoto Univ, Cluster C, Dept Environm Engn, Grad Sch Engn,Nishikyo Ku, Kyoto 6158540, Japan
[3] Katholieke Univ Leuven, Dept Chem Engn, B-2860 St Katelijne Waver, Belgium
关键词
Siloxane; Thermo-alkaline treatment; Air stripping; Sludge disintegration; Anaerobic sludge digestion; WASTE-ACTIVATED-SLUDGE; ORGANIC RANKINE-CYCLE; LANDFILL GAS; THERMOCHEMICAL PRETREATMENT; BIOTRICKLING FILTER; SEWAGE-SLUDGE; BIOGAS; OCTAMETHYLCYCLOTETRASILOXANE; ADSORPTION; BIOSOLIDS;
D O I
10.1016/j.enconman.2015.02.077
中图分类号
O414.1 [热力学];
学科分类号
摘要
A thermo-alkaline treatment with air stripping was applied before anaerobic sludge digestion for both siloxane removal and sludge disintegration. The treatment was expected to increase the amount of biogas produced and to reduce the amount of siloxane in the gas. Adding sodium hydroxide (NaOH) to the sludge improved the removal of siloxane from the sludge, with approximately 90% of the siloxane removed to the gas phase using a thermo-alkaline treatment. Over 80% of decamethylcyclopentasiloxane (D5) could be removed under the following conditions: 55 degrees C treatment temperature, 135 g-NaOH kg(-1) volatile total solids (VTS), and 0.5 L min(-1) air-stripping rate. The disintegration ratio of volatile suspended solids (VSS) in the sludge was correlated with the D5 removal ratio. Because most of the siloxane was adsorbed to, or was contained in the VSS, the siloxane removal ratio increased with VSS disintegration. Finally, the energy consumption and operational costs of this system were evaluated for several scenarios. Thermo-alkaline treatment at the indicated operational conditions had the lowest operating costs for a 400 m(3) day(-1) anaerobic sludge digestion system. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:384 / 391
页数:8
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