废活性污泥的超声处理

R. Dewil, J. Baeyens, Rebecca Goutvrind
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引用次数: 135

摘要

活性污泥法是污水处理的关键技术。这些生物过程产生大量的废弃活性污泥(WAS),现在通常称为生物固体。已建议采用机械、热力和/或化学WAS调节技术来减少污泥负担。超声治疗WAS是一种比较新颖的方法。本文报告了使用超声治疗WAS的广泛调查,以研究其满足四个目标中的一个或全部的潜力:(1)减少WAS的数量;(2)达到较好的脱水性;(3)促使可溶性化学需氧量(COD)从生物固体中释放出来,最好转化为可生物降解的有机物;(4)可能会破坏导致污泥膨胀的丝状微生物。虽然达到这些目标将有助于解决所提到的问题,但能源消耗可能是一个相当大的缺点:因此,本文将评估是否达到了全部或部分目标,以及操作成本是多少。文献综述定义了发生的现象(空化)和重要的运行参数[如频率、持续时间、比能量输入(SE)]。实验在容积达2.3 l的间歇式反应器中进行。超声波设备由发生器、转换器和声纳电极组成,由Alpha Ultrasonics以Telsonic品牌提供。测试了三种不同类型的污泥,其干固体(DS)浓度在大约3.5至14 g DS/L WAS之间。以连续的方式引入超声波能量(反对可能的脉冲操作)。研究的主要操作参数包括超声处理的持续时间和比能量输入。应用频率设定为20khz。COD从WAS相释放到滤液相是输入比能量的函数,当SE值为30,000 kJ/kg DS时,产率接近30%。大部分COD转化为可生物降解的有机物(BOD)。污泥中DS分数的减少与COD释放率成正比。虽然降低了DS含量,但污泥的脱水性能没有得到改善。这反映在真空过滤过程中过滤次数的增加和毛细管吸入时间(CST)值的增加。这种更困难的脱水性能是由于絮凝体尺寸大大减小,提供了更大的表面积:更多的地表水被束缚(CST增加),过滤性能由于滤饼的堵塞而降低。当超声处理的SE从7500 kJ/kg DS增加到20000 kJ/kg DS时,为了达到与未处理饼相同的干燥度,所需的聚电解质用量几乎增加了一倍。超声对丝状WAS生物的减少是不确定的,在低强度和短治疗时间下效果很小。显微镜下的分析表明,该菌株主要为放线菌。可溶性COD和BOD的释放值得进一步研究。©2006美国化学工程师学会环境项目,2006
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Ultrasonic treatment of waste activated sludge
Activated sludge processes are key technologies to treat wastewater. These biological processes produce huge amounts of waste activated sludge (WAS), now commonly called biosolids. Mechanical, thermal, and/or chemical WAS conditioning techniques have been proposed to reduce the sludge burden. The ultrasonic treatment of WAS is quite novel. The present paper reports on extensive investigations using an ultrasonic treatment of WAS, to study its potential to meet one or all of four objectives: (1) reduce WAS quantities; (2) achieve a better dewaterability; (3) provoke a release of soluble chemical oxygen demand (COD) from the biosolids, preferably transformed into biodegradable organics; and (4) possibly destroy the filamentous microorganisms responsible for sludge bulking. Although meeting these objectives would help to solve the problems cited, the energy consumption could be a considerable drawback: the paper will thus assess whether all or some objectives are met, and at what operational cost. A literature survey defines the occurring phenomena (cavitation) and the important operation parameters [such as frequency, duration, specific energy input (SE)]. The experiments are carried out in a batch reactor of volume up to 2.3 L. The ultrasonic equipment consisted of a generator, a converter, and a sonotrode, supplied by Alpha Ultrasonics under the brand name of Telsonic. Three different kinds of sludge were tested, with different concentrations of dry solids (DS) between approximately 3.5 and 14 g DS/L WAS. Ultrasonic energy was introduced in a continuous manner (against possible pulsed operation). The major operational parameters studied include duration of the ultrasonic treatment and specific energy input. The applied frequency was set at 20 kHz. The release of COD from the WAS phase into the filtrate phase is a function of the specific energy input with yields of nearly 30% achievable at SE values of 30,000 kJ/kg DS. A major fraction of the COD is transformed into biodegradable organics (BOD). The reduction in DS fraction of the sludge is proportional to the COD release rates. Although the DS content is reduced, the dewaterability of the sludge is not improved. This reflects itself in increased filtration times during vacuum filtration and in increased values of the capillary suction time (CST). This more difficult dewaterability is the result of considerably reduced floc sizes, offering an extended surface area: more surface water is bound (CST increases) and the filterability decreases as a result of clogging of the cake. To reach the same dryness as for the untreated cake, the required dosage of polyelectrolyte is nearly doubled when the SE of the ultrasound treatment is increased from 7500 to 20,000 kJ/kg DS. The ultrasonic reduction of filamentous WAS organisms is not conclusive and very little effect is seen at low intensities and short treatment durations. Microscopic analysis of the WAS identified the dominant presence of Actynomyces. The release of soluble COD and BOD certainly merit further research. © 2006 American Institute of Chemical Engineers Environ Prog, 2006
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