Gas‐liquid mass transfer behavior in a surface‐aerated vessel stirred by a novel long‐short blades agitator

For a recently developed long‐short blades (LSB) agitator, its critical rotational speed for the onset of gas entrainment, power number, and gas‐liquid mass transfer behavior in the case of surface aeration is investigated. The effect of the LSB configurations and the liquid level on the agitator performance has been studied in details. The obtained results clearly show several advantages of the LSB agitator in gas‐liquid mass transfer with respect to the agitators in the literature. It is found that its gas‐liquid volumetric mass‐transfer coefficient at a given specific power can be several times larger than those shown in the literature. It can also avoid decrease in the gas‐liquid mass transfer rate as the liquid level increases. In addition, the bubble distribution in the system is more uniform with respect to conventional agitators, resulting from better distribution of the dissipated energy for the LSB agitator. © 2015 American Institute of Chemical Engineers AIChE J, 62: 1322–1330, 2016     

水下曝气对水体分层效果的研究

针对分层湖泊或水库底部因溶解氧不足而引起的水质恶化等问题,将水下曝气技术应用到水体分层破坏工程中。在实验水池中,展开了曝气流量、曝气孔径大小和曝气时长对水体分层破坏的实验研究,测量了曝气开始后不同时刻,水下1 m,2 m和2.3 m处水体中溶解氧含量,其中,曝气头垂直方向位于水下2 m处,水平方向上位于该矩形的中心位置。分析了曝气参数和曝气时长与水体分层破坏程度之间的关系。研究结果表明:曝气流量越大,水体分层破坏越快;曝气孔板直径越小,水体分层破坏越快。随着曝气流量的增加,水体中溶解氧的增量并不随之增加;随着曝气孔板孔径的减少,水体中溶解氧的增量逐步增加。同时,曝气头以下水体的溶解氧浓度与曝气无关。该研究结果为工程实际中的曝气法改善水体分层提供了依据。     

污泥双回流-厌氧/好氧/缺氧强化内源反硝化深度脱氮

目前,如何经济有效地实现低C/N生活污水深度脱氮仍是污水处理厂面临的一个重大挑战。理论上后置反硝化可以实现深度脱氮效果,但往往由于缺乏外碳源难以同时满足经济高效脱氮。本研究建立的新型污泥双回流-厌氧/好氧/缺氧(AOA)工艺有利于富集培养以Candidatus Competibacter为主的反硝化聚糖菌(DGAOs),能够开发与利用内碳源脱氮。该系统长期处理低C/N (3.2)实际城市生活污水,TIN去除率达91.81%,出水TIN浓度为4.36 mg·L^-1。此外,提高第二污泥回流量增加了缺氧区的MLSS同时提升了比内源反硝化速率,是深度氮去除的主要原因。随着去除效果的提升,充分的厌氧环境使得内碳源贮存量升高,脱氮效果呈现正向循环。二沉池底部产生的额外碳源随第二回流引入系统进一步强化脱氮。本研究阐明了污泥双回流-AOA系统节碳脱氮的原理与关键,为低C/N城市污水的脱氮效率提供了一种可行性。     

一种新型城镇污水处理一体化间歇曝气生物膜反应器

文中介绍了一种新型城镇污水处理一体化间歇曝气生物膜反应器的工艺系统、技术原理以及实际处理效果,试验结果显示,该工艺对COD、氮、磷均具有良好的去除效果,是一项具有广阔应用前景的新工艺。     

株洲神农城湖水水质保护及净化处理技术提炼

介绍了株洲神农城核心景观区之神农湖的概况;分析了人工湖水质污染的主要原因及其处理措施;提出了神农湖水质保护与净化处理的工程方案。为维护神农湖的景观水质,本工程主要采取以下两个处理措施:一是增加水体的溶解氧量,保持水体的鲜活力;二是采用循环过滤的方式去除浊度污染。     

Partial coalescence as a tool to control sensory perception of emulsions

This study evaluates the role of partial coalescence of whey protein-stabilized emulsions on sensory perception. The selection of fats was restricted to vegetable fats that are essentially melted at oral temperatures. The sensitivity to partial coalescence was controlled by a variation in the fat melting curve and by addition of unsaturated monoglyceride. Most fat-related sensory attributes appear to be well-correlated to an increase in viscosity and coalescence in the mouth due to partial coalescence. Moreover, it was found that in-mouth aeration induces extra coalescence, which increases the perception of fat-related sensory attributes significantly.     

An analysis of cascade‐aerated facultative waste stabilisation ponds in the United Kingdom

This paper examines the performance of cascade‐aerated facultative ponds in a waste stabilisation pond (WSP) installation in the United Kingdom. The pond system is privately owned and treats wastewater from a conference centre with a population equivalent between 20 and 40. A snapshot analysis investigates the removal efficiency of BOD, COD, SS, FC and nutrients. Further, the oxygen supply through ‘flow form’ cascades is examined, and the DO concentrations, surface loads and retention times are discussed. The results show a very high removal of BOD, COD and SS; and nutrient removal is satisfactory. An unusual finding is that the FC removal efficiency is almost two log units better than for a common maturation pond. This is possibly attributable to the high cascade flow, where wastewater is exposed to the damaging effects of sunlight (photo‐oxidation).     

射流活性污泥絮凝——沉降动力学与工艺设计

本文将射流活性污泥混合液固—液分离行为解析为活性污泥絮凝和固—液沉降分离两个单元过程,建立了活性污泥絮凝动办学模式与混合液沉降动态效应方程,揭示出射流活性污泥絮凝—沉降的内在规律,提出二沉池主要功能区的动力学工艺设计原理与方法。