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试验针对石化污泥生物堆肥,开展了五种不同物料配比和是否添加微生物菌剂的对比试验。试验结果表明:随着堆肥物料中石化污泥配比的提高,堆肥的含水率增大,种植青梗菜的平均单株株高、株重减小,单位面积产量也降低。堆肥物料配比相同的处理Ⅱ与处理Ⅴ对比发现,堆肥处理过程中未添加微生物菌剂的处理Ⅴ的青梗菜的平均单株株高、株重、单位面积产量显著低于添加微生物菌剂的处理Ⅱ,甚至低于石化污泥配比为100%并添加微生物菌剂的处理Ⅳ,试验表明,堆肥过程中添加微生物菌剂,其作用不仅可以提高石化污泥生物堆肥的堆体温度,缩短堆肥周期,而且可提高堆肥在农业种植应用中的效果。 相似文献
324.
This study mainly deals with the preparation of MgO/B2O3 coatings by plasma spraying on the SUS304 surface and the effects of heatresistant. The power materials of low thermal conductivity were selected to control the heat divergent performance of high temperature parts. The reticular micro-structure between the cover thermal layer and the substrate was prepared by using the plasma spraying method. The powder mixture of MgO and B2O3 were selected as spraying materials and the SUS304 was used as the substrate material. The MgO/B2O3 coating was prepared on the surface of the SUS304 to provide better cover thermal performance. The properties of the microstructures and the morphologies were studied by Optical Microscope, Scanning Electron Microscope, Electron Probe Microanalyzer, and X-ray Diffraction. The results showed that the cover thermal performance has been improved. 相似文献
325.
The reactions of gas-phase anthracene and suspended anthracene particles with O3 and O3-NO were conducted in a 200-L reaction chamber, respectively. The secondary organic aerosol (SOA) formations from gas-phase reactions of anthracene with O3 and O3-NO were observed. Meanwhile, the size distributions and mass concentrations of SOA were monitored with a scanning mobility particle sizer (SMPS) during the formation processes. The rapid exponential growths of SOA reveal that the atmospheric lifetimes of gas-phase anthracene towards O3 and O3-NO are less than 20.5 and 4.34 hr, respectively. The particulate oxidation products from homogeneous and heterogeneous reactions were analyzed with a vacuum ultraviolet photoionization aerosol time-of-flight mass spectrometer (VUV-ATOFMS). Gas chromatograph/mass spectrometer (GC/MS) analyses of oxidation products of anthracene were carried out for assigning the time-of-flight (TOF) mass spectra of products from homogeneous and heterogeneous reactions. Anthrone, anthraquinone, 9,10- dihydroxyanthracene, and 1,9,10-trihydroxyanthracene were the ozonation products of anthracene, while anthrone, anthraquinone, 9-nitroanthracene, and 1,8-dihydroxyanthraquinone were the main products of anthracene with O3-NO. 相似文献
326.
Waste oyster shell as a kind of active filler to treat the combined wastewater at an estuary 总被引:3,自引:0,他引:3
Hongbing Luo Gu Huang Xiaoying Fu Xiaoling Liu Daocai Zheng Jian Peng Ke Zhang Bo Huang Liangqian Fan Fenghui Chen Xiubo Sun 《环境科学学报(英文版)》2013,25(10):2047-2055
Estuaries have been described as one of the most difficult environments on Earth. It is difficult to know how to treat the combined wastewater in tidal rivers at the estuary, where the situation is very different from ordinary fresh water rivers. Waste oyster shell was used as the active filler in this study in a bio-contact oxidation tank to treat the combined wastewater at the Fengtang Tidal River. With a middle-experimental scale of 360 ma/day, the average removal efficiency of COD, BOD, NH3-N, TP and TSS was 80.05%, 85.02%, 86.59%, 50.58% and 85.32%, respectively, in this bio-contact oxidation process. The living microbes in the biofilms on the waste oyster shell in this bio-contact oxidation tank, which were mainly composed of zoogloea, protozoa and micro-metazoa species, revealed that waste oyster shell as the filler was suitable material for combined wastewater degradation. This treatment method using waste oyster shell as active filler was then applied in a mangrove demonstration area for water quality improvement near the experiment area, with a treatment volume of 5 × 10^3 m^3/day. Another project was also successfully applied in a constructed wetland, with a wastewater treatment volume of 1 ×10^3 m^3/day. This technology is therefore feasible and can easily be applied on a larger scale, 相似文献
327.
潜流人工湿地处理农村生活污水动力学研究 总被引:2,自引:0,他引:2
考察潜流人工湿地处理农村生活污水的运行效果,并探寻一级动力学常数的空间变化情况,采用"厌氧调节池+二级串联潜流式人工湿地"工艺处理农村生活污水。结果表明,经过3个月运行后人工湿地对污水中COD、TP、TN和NH3-N的去除率分别达到了79.13%,71.54%,57.26%和60.01%。通过湿地原位检测显示以上各类污染物在生物床内都有较明显的沿程下降趋势,在床体的前半部分污染物的降解较快,后半部分相对缓慢。农村生活污水中污染物去除动力学符合一级动力学模型,一级生物床中COD、TP、TN和NH3-N的去除,Kv均值分别为3.048、2.469、1.625和1.695;二级生物床中Kv均值分别为2.542、1.946、1.383和1.453。生物床Kv呈现出减小的趋势说明生物床前端对各类污染物的降解速率比后端快。生物床间的跌水池的复氧,增加了二级生物床前端的Kv,提高了对污染物的降解速率。 相似文献
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329.
采用陶粒滤料曝气生物滤池(BAF)处理邻苯二甲酸丁基苄酯(BBP)模拟废水,考察了空床接触时间(EBCT)、温度对BBP的去除效果的影响;运用气质联用仪(GC-MS)分析了BBP在曝气生物滤池内降解的中间产物并推测其可能的降解途径。结果表明,当温度为25℃,空床接触时间(EBCT)为8 h时,BAF对BBP的降解效果良好,去除率达到95.7%;BAF对BBP的去除率随着温度的升高和EBCT的增加而增大,EBCT为去除效果的主要影响因素。BAF出水中检测到邻苯二甲酸二丁酯(DBP)、邻苯二甲酸二甲酯(DMP)以及邻苯二甲酸(PA)等降解产物,据此推测邻苯二甲酸丁基苄酯的生物降解途径可能为BBP的苯环先断裂生成邻苯二甲酸二丁酯,而后断裂一个酯键形成单酯,接着再断裂另一酯键形成邻苯二甲酸,最终分解成二氧化碳和水。 相似文献
330.