Factors affecting simultaneous nitrification and denitrification in an SBBR treating domestic wastewater

An aerobic sequencing batch biofilm reactor (SBBR) packed with Bauer rings was used to treat real domestic wastewater for simultaneous nitrification and denitrification. The SBBR is advantageous for creating an anoxic condition, and the biofilm can absorb and store carbon for good nitrification and denitrification. An average concentration of oxygen ranging from 0.8 to 4.0 mg/L was proved very efficient for nitrification and denitrification. Volumetric loads of TN dropped dramatically and effluent TN concentration increased quickly when the concentration of average dissolved oxygen was more than 4.0 mg/L. The efficiency of simultaneous nitrification and denitrification (SND) increased with increasing thickness of the biofilm. The influent concentration hardly affected the TN removal efficiency, but the effluent TN increased with increasing influent concentration. It is suggested that a subsequence for denitrification be added or influent amount be decreased to meet effluent quality requirements. At optimum operating parameters, the TN removal efficiency of 74%–82% could be achieved.     

锅炉温控炉拱的设计及燃烧技术性能

论述了将小型链条炉排工业锅炉的炉拱设计成在运行中可以全量调节的结构,以适应燃用多种煤种的需要,并减少与固定拱操作有关的意外伤亡事故。这项技术有创新性,适用性和推广价值     

用改良彗星试验检测工业废水的DNA损伤作用

采用改良彗星试验直接检测了多种工业废水不所引起的Ｖ７９细胞ＤＮＡ损伤。结果表明,所测的种各工业废话水均含有ＤＮＡ损伤剂,能够诱发培养的Ｖ７９细胞ＤＮＡ链断裂,其中以制革厂不的ＤＮＡ损伤作用最强。本研究显示出改良彗星试验在综合评价各种废水遗传毒性方面具有广阔的应用前景。     

人工湿地中沸石对铵吸附能力的生物再生研究

利用铵吸附饱和的天然斜发沸石和沙质土壤作为基质,构建了沸石柱和芦苇、菖蒲沸石人工湿地试验系统,采用曝气供氧、自然复氧、植物根系输氧以及培养系统中基质上硝化菌群的方法,研究了铵吸附饱和的沸石在沸石柱和湿地中的生物再生过程。结果显示,沸石在湿地中再生过程符合指数模拟,在试验周期内沸石在沸石柱中再生可以用指数和线性模拟。沸石在湿地系统和沸石柱中经过1个月的再生,交换容量分别恢复到原来的60.3%～62.6%和11.8%,3个月后分别恢复到原来的94.6%～94.8%和38.4%。试验证明,沸石在湿地中再生比在沸石柱中再生效果好,交换容量恢复率高出50%～63%。根据试验结果,探讨了铵吸附饱和的沸石在人工湿地中的生物再生机理,证明了饱和沸石在湿地中生物再生的可行性。     

苏黎世:破解城市交通瓶颈的楷模

苏黎世——瑞士最大的城市，是瑞士经济、文化和金融的中心。苏黎世靠山临水，自然环境十分优美，难能可贵的是，城市的发展和进步并不是以历史遗迹的消失为代价。古朴的教堂、历史悠久的老市场、素净的碎石路面随处可见。更令世人赞叹的是，这样一个保存完整的古城，却拥有一套快捷、安全和价格合理的公共交通系统，苏黎世与巴西的库里提巴和美国的波特兰并称为全球公共交通样板城市。在我们正面临城市化带来的诸如环境污染、交通堵塞等难题时，苏黎世城市发展的实践，无疑会给我们以启发。     

Scanning proton microprobe microanalysis for the assessment of homogeneity of IAEA urban dust reference materials

In order to develop new reference materials for microanalytical nuclear techniques, scanning proton microprobe(SPM) technique was used to determine homogeneity level within 100x200 μm2 micro-area on the small pieces of IAEA urban dust reference materials. The experimental methods were described in detail. The results show that IAEA-396A/M Vienna urban dust is homogeneous enough for small sample analysis of standard reference material (SRM).     

三门火山盆地的层状矿床及其与盆地形成演化的关系

浙江三门中生代火山——沉积盆地的形成演化可分四个阶段。每一阶段均伴产有不同成因和各具特色的金属矿床,显示了陆相火山作用较为完整的成矿体系。其中层状矿床具有同生和后生的双重特征,多成因,多来源,是较典型的火山沉积——后期热液迭加改造型矿床。本文着重介绍它的主要特征及盆地的形成演化对火山成因矿床的控制。     

Biological treatment of dye wastewaters using an anaerobic-oxic system

Three dye solutions, namely, C.I. Acid Yellow 17, C.I. Basic Blue 3, and C.I. Basic Red 2, were treated in an upflow anaerobic sludge blanket (UASB) reactor followed by a semi-continuous aerobic activated sludge tank. When hydraulic retention time was about 12 hours, no significant color removal was observed in the aerobic stage. In the anaerobic stage, Acid Yellow 17, Basic Blue 3, and Basic Red 2 were removed by 20%, 72%, and 78%, respectively. To treat wastewater from a dye manufacturing factory with COD concentration of 1200 mg/l and Color of 500 degree (dilution factor), an UASB reactor (4.5 liters) and an activated sludge tank (5 liters, adjustable), COD and color were removed by more than 83% and 90% at a COD loading rate of 5.3 kg COD/m³-day in the anaerobic stage, and at the hydraulic retention time of 6-10 hours for the anaerobic stage and 6.5 for the aerobic stage. The anaerobic stage of the A/O system removes both color and COD. In addition, it also improves biodegradability of dyes for further aerobic treatment.     

中低温厌氧处理城市污水污泥颗粒化的研究

用高径比为3：1的UASB反应器分别在35℃和室温条件下处理模拟城市污水,研究了污泥的颗粒化过程.比较了在不同温度、浓度下形成的颗粒污泥的特征.水温为9～25℃,进水浓度为100～200 mg COD/L,水力上流速度（Vup）在0.013～0.11 m/h的4^#UASB反应器在60 d内在形成了成熟的颗粒污泥.研究表明,进水中低的有机物浓度,低的Ca^2＋、Mg^2＋浓度和低的Vup没有抑制颗粒化进程.     

微电解-催化氧化-A/O法处理苯硫酚废水

采用微电解—催化氧化—A／O工艺处理苯硫酚生产废水，结果表明，该工艺对CODcr、石油类、挥发酚、苯、甲苯各项污染物指标均有较好的去除效果，整个工艺运行稳定。只要控制好各个处理环节，出水水质能达到国家一级排放标准。