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槽罐车清洗废水的序批式反应器处理:污泥特性、化学及生态毒理学方面的出水水质

SBR treatment of tank truck cleaning wastewater: sludge characteristics, chemical and ecotoxicological effluent quality.

作者信息

Caluwé Michel, Dobbeleers Thomas, Daens Dominique, Geuens Luc, Blust Ronny, Dries Jan

机构信息

a Faculty of Applied Engineering , University of Antwerp , Antwerp , Belgium.

b Department of Biology , University of Antwerp , Antwerp , Belgium.

出版信息

Environ Technol. 2018 Oct;39(19):2524-2533. doi: 10.1080/09593330.2017.1359342. Epub 2017 Aug 2.

Abstract

A lab-scale activated sludge sequencing batch reactor (SBR) was used to treat tank truck cleaning (TTC) wastewater with different operational strategies (identified as different stages). The first stage was an adaptation period for the seed sludge that originated from a continuous fed industrial plant treating TTC wastewater. The first stage was followed by a dynamic reactor operation based on the oxygen uptake rate (OUR). Thirdly, dynamic SBR control based on OUR treated a daily changing influent. Lastly, the reactor was operated with a gradually shortened fixed cycle. During operation, sludge settling evolved from nearly no settling to good settling sludge in 16 days. The sludge volume index improved from 200 to 70 mL gMLSS in 16 days and remained stable during the whole reactor operation. The average soluble chemical oxygen demand (sCOD) removal varied from 87.0% to 91.3% in the different stages while significant differences in the food to mass ratio were observed, varying from 0.11 (stage I) to 0.37 kgCOD.(kgMLVSS day) (stage III). Effluent toxicity measurements were performed with Aliivibrio fischeri, Daphnia magna and Pseudokirchneriella subcapitata. Low sensitivity of Aliivibrio was observed. A few samples were acutely toxic for Daphnia; 50% of the tested effluent samples showed an inhibition of 100% for Pseudokirchneriella.

摘要

使用实验室规模的活性污泥序批式反应器(SBR),采用不同的运行策略(确定为不同阶段)处理油罐车清洗(TTC)废水。第一阶段是对来自处理TTC废水的连续进料工业厂的接种污泥的适应期。第一阶段之后是基于氧摄取率(OUR)的动态反应器运行。第三,基于OUR的动态SBR控制处理每日变化的进水。最后,反应器以逐渐缩短的固定周期运行。在运行过程中,污泥沉降在16天内从几乎不沉降演变为沉降良好的污泥。污泥体积指数在16天内从200提高到70 mL/gMLSS,并在整个反应器运行期间保持稳定。不同阶段的平均可溶性化学需氧量(sCOD)去除率在87.0%至91.3%之间变化,同时观察到食物与质量比存在显著差异,从0.11(第一阶段)到0.37 kgCOD/(kgMLVSS·天)(第三阶段)。使用费氏弧菌、大型溞和斜生栅藻进行了出水毒性测量。观察到费氏弧菌的敏感性较低。一些样品对大型溞具有急性毒性;50%的测试出水样品对斜生栅藻显示出100%的抑制作用。

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