Performance of a hybrid anaerobic-contact oxidation biofilm baffled reactor for the treatment of decentralized molasses wastewater

A novel hybrid anaerobic-contact oxidation biofilm baffled reactor （HAOBR） was developed to simultaneously remove nitrogenous and carbonaceous organic pollutants from decentralized molasses wastewater in the study. The study was based on the inoculation of anaerobic granule sludge in anaerobic compartments and the installation of combination filler in aerobic compartments. The performance of reactor system was studied regarding the hydraulic retention time （HRT）, microbial characteristics and the gas water ratio （GWR）. When the HRT was 24h and the GWR was 20：1, total ammonia and chemical oxygen demand （COD） of the effluent were reduced by 99% and 91.8%, respectively. The reactor performed stably for treating decentralized molasses wastewater. The good performance of the reactor can be attributed to the high resistance of COD and hydraulic shock loads. In addition, the high solid retention time of contact oxidation biofilm contributed to stable performance of the reactor.     

天然沸石对溶液中氨氮吸附特性的研究

为了探讨天然沸石对NH4 的吸附规律,以浙江缙云出产的粒径为2~3.2mm的天然斜发沸石为实验材料,进行吸附等温线实验和吸附动力学实验。结果表明,实验沸石对NH4 的吸附等温线符合Langmuir公式,且对氨氮吸附量的极限值为1.624mol·kg-1;实验沸石对NH4 的吸附反应符合一级动力学方程,反应速率常数为0.1882h-1。通过监测溶液中各阳离子浓度的变化,可确定沸石晶体内与NH4 进行交换的主要离子为Ca2 和Na ,二者占交换总量的96%以上;在交换反应初期,出现了由于沸石晶体中的离子在固液两相中的再分配所造成的离子交换的不等量现象。     

城市垃圾焚烧主要工艺段捕集灰中二(口恶)英的分布特征

采用同位素稀释法、高分辨气相色谱/质谱检测垃圾焚烧主要工艺段捕集灰中的二(口恶)英.垃圾焚烧炉预热器、过热器和布袋除尘器捕集灰中二(口恶)英(PCDD/Fs)的浓度分别为10.25ng·g-1,1.249ng·g-1和467.0ng·g-1,毒性当量(I-TEQ)为 0.073ng·g-1,0.026ng·g-1和8.11ng·g-1.同时,分析了不同氯原子数取代的二(口恶)英同系物在预热器、过热器、布袋除尘器捕集灰中的变化和对I-TEQ值的贡献.     

扬州市水复合生态系统问题的生态学实质及调控对策

分析了扬州市水复合生态问题的生态学实质：水生态过程的生态阻滞或耗竭；生态系统结构的破碎与功能的板结；水生态调控机制的匮缺和水生态意识的低下，并针对性地提出了水复合生态系统的调控对策。     

乙烯菌核利在水溶液中的光解动力学

以高压汞灯和太阳光为光源，研究乙烯菌核利在重蒸水、自来水、湖水及pH缓冲液中的光解动力学。高压汞灯下，乙烯菌核利在重蒸水中的光解半衰期约为28min，而在太阳光下为3．86h。自来水和湖水中溶解性物质对乙烯菌核利在高压汞灯下的光解动力学仅有微弱的淬灭效应，但在太阳光下表现出显著的敏化效应，照光3h的敏化效率分别为138％和126％。2种光源下，pH5．0和pH7．0缓冲液对乙烯菌核利的光解均表现为光淬灭效应，高压汞灯照光60min的淬灭效率分别为69％和57％，太阳光照光7h的淬灭效率分别为77％和33％；pH9．0缓冲液则表现出显著的敏化效应，高压汞灯照光20min的敏化效率为58％，而太阳光照光1h的敏化效率则达到了415％。     

Decolorization and biodegradation of dye wastewaters by a facultative-aerobic process

BACKGROUND: Dye wastewater is one of the main pollution sources of water bodies in China. Conventional biological processes are relatively ineffective for color removal, the development of alternative treatment methods will become important. Our subjective was that of introducing a new biotreatment technology which combined a facultative biofilm reactor (FBR) with an aerobic reactor (AR) to treat a dye wastewater. The efficiencies of color and chemical oxygen demand (COD) removal and the mechanism of dye degradation were investigated. METHODS: The anthraquinone acid dye (acid blue BRLL) concentration, organic loading rate (OLR) and hydraulic retention time (HRT) were varied in the experiments to evaluate the treatment efficiency and process stability. The biodegradation products were detected by infrared (IR) and high performance liquid chromatography and mass spectrometry (HPLC-MS). RESULTS AND DISCUSSION: The results demonstrated that the facultative biofilm process was more effective for decolorization than the anaerobic stage of an anaerobic-aerobic process. Most color removal occurred in the facultative reaction (maximum to 88.5%) and the BOD (biochemical oxygen demand): COD of the FBR effluent increased by 82.2%, thus improving the biodegradability of dyes for further aerobic treatment. The dye concentration, OLR and HRT will be the factors affecting decolorization. Color removal efficiency falls as the influent dye concentration increases, but rises with increased HRT. The infrared and HPLC-MS analyses of the effluents of FBR and AR reveal that the dye parent compound was degraded in each reactor during the process. CONCLUSION: The Facultative-aerobic (F-A) system can effectively remove both color and COD from the dye wastewater. The FBR played an essential role in the process. The average overall color and COD in the system were removed by more than 93.9% and 97.1%, respectively, at an OLR of 1.1 kg COD m(-3) d(-1) and at the HRT of 18-20 hours in the FBR and 4-5 hours in the AR. The color removal mechanism in each reactor was not only a sort of biosorption on the floc materials, but even more an effect of biodegradation, especially in the facultative process. Recommendation and Outlook. In applying the F-A system to treat a dye wastewater, the control of facultative processes and the set up of appropriate operation conditions appear to be critical factors. Also, it is suggested a moderate COD loading rate and about a 24-hour HRT will favor the F-A system.     

温度对生活垃圾堆肥效率的影响

温度是堆料中微生物生命活动的重要标志，它直接影响堆肥反应速率，是堆肥能否顺利进行的主要因素。本试验利用可自动加热堆肥反应器，在一定条件下研究不同温度对生活垃圾堆肥效率的影响。通过监测出口气体中O2和CO2气体的浓度，计算堆料中有机物降解速率。试验表明，当反应条件为生活垃圾：成熟堆肥=80：20，有机物约为60％，初始含水率为55％，初始C／N比为25，堆肥温度控制在55℃左右时，能加速高温菌繁殖，从而加快垃圾分解速度，大大缩短堆肥腐熟时间。     

长江黄河变『死河』?

据报道,中国江河沿岸和沿海地区分布着2.1万家化工厂,反映出这个国家火热的经济.但这些江河自身也体现出环境为20年来肆无忌惮的发展所付出的代价.     

冷成型薄壁C型钢构件压弯滞回性能的数值分析

应用大型有限元软件ABAQU S,采用考虑几何和材料非线性的S4R 5壳单元和线性随动强化模型,考虑角部冷成型强化效应的影响,建立了常轴力、循环弯矩荷载作用下的C型钢构件有限元模型,分析了构件宽厚比和轴压比对冷成型薄壁C型钢构件滞回性能的影响。分析结果表明:宽厚比和轴压比对构件滞回性能影响显著,随着宽厚比的增加,构件承载、转动以及塑性变形能力降低;随着轴压比增加,构件的最大承载力降低,承载力退化。     

Water quality of a tributary of the Pearl River, the Beijiang, Southern China: implications from multivariate statistical analyses

Water quality information of Beijiang River, a tributary of Pearl River in Guangdong, China, was analyzed to provide an overview of the hydrochemical functioning of a major agricultural/rural area and an industrial/urban area. Eighteen water quality parameters were surveyed at 13 sites from 2005 to 2006 on a monthly basis. A bivariate correlation analysis was carried out to evaluate the regional correlations of the water quality parameters, while the principal component analysis (PCA) technique was used to extract the most influential variables for regional variations of river water quality. Six principal components were extracted in PCA which explained more than 78% and 84% of the total variance for agricultural/rural and industrial/urban areas, respectively. Physicochemical factor, organic pollution, sewage pollution, geogenic factor, agricultural nonpoint source pollution, and accumulated pesticide usage were identified as potential pollution sources for agricultural/rural area, whereas industrial wastewaters pollution, mineral pollution, geogenic factor, urban sewage pollution, chemical industrial pollution, and water traffic pollution were the latent pollution sources for industrial/urban area. A multivariate linear regression of absolute principal component scores (MLR-APCS) technique was used to estimate contributions of all identified pollution sources to each water quality parameter. High coefficients of determination of the regression equations suggested that the MLR-APCS model was applicable for estimation of sources of most water quality parameters in the Beijiang River Basin.