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101.
Fenton氧化-活性炭吸附耦合处理焦化废水生化尾水的研究   总被引:4,自引:0,他引:4  
研究了Fenton氧化、活性炭吸附、Fenton氧化一活性炭吸附等方法,对焦化废水生化尾水的处理效果,分析了Fenton氧化一活性炭吸附法处理焦化废水生化尾水的工艺条件。结果表明,Fenton氧化与活性炭吸附耦合处理焦化废水生化尾水的最优条件是:H2O2投加量为5mL/L,FeSO4·7H2O投加量为200mg/L,活性炭投加量为2g/L,反应pH=4.0,反应时间为20min。在此条件下,COD去除率可达82.6%,出水水质符合《污水综合排放标准》(GB8978--1996)一级标准。  相似文献   
102.
Prescribed burning, in combination with mechanical thinning, is a successful method for reducing heavy fuel loads from forest floors and thereby lowering the risk of catastrophic wildfire. However, an undesirable consequence of managed fire is the production of fine particulate matter or PM(2.5) (particles ≤2.5 μm in aerodynamic diameter). Wood-smoke particulate data from 21 prescribed burns are described, including results from broadcast and slash-pile burns. All PM(2.5) samples were collected in situ on day 1 (ignition) or day 2. Samples were analyzed for mass, polycyclic aromatic hydrocarbons (PAHs), inorganic elements, organic carbon (OC), and elemental carbon (EC). Results were characteristic of low intensity, smoldering fires. PM(2.5) concentrations varied from 523 to 8357 μg m(-3) and were higher on day 1. PAH weight percents (19 PAHs) were higher in slash-pile burns (0.21 ± 0.08% OC) than broadcast burns (0.07 ± 0.03% OC). The major elements were K, Cl, S, and Si. OC and EC values averaged 66 ± 7 and 2.8 ± 1.4% PM(2.5), respectively, for all burns studied, in good agreement with literature values for smoldering fires.  相似文献   
103.
在两点进水的条件下采用A2/O工艺处理化工园区废水厌氧水解出水,分析配水比对A2/O工艺处理效果的影响,以及在最优配水条件下,各类A2/O工艺处理废水的实际效果.结果表明,在厌氧段-缺氧段的配水比为30%~70%时,A2/O工艺的处理效果最好.在两点进水条件下的各类A2/O工艺中,倒置A2/O和改良A2/O比常规A2/...  相似文献   
104.
The liquid-to-solid ratio (L/S) of semi-solid Fenton process (SSFP) designated for hazardous solid waste detoxication was investigated. The removal and minimization effects of o-nitroaniline (ONA) in simulate solid waste residue (SSWR) from organic arsenic industry was evaluated by total organic carbon (TOC) and ONA removal efficiency, respectively. Initially, Box-Behnken design (BBD) and response surface methodology (RSM) were used to optimize the key factors of SSFP. Results showed that the removal rates of TOC and ONA decreased as L/S increased. Subsequently, four target initial ONA concentrations including 100 mg kg−1, 1 g kg−1, 10 g kg−1, and 100 g kg−1 on a dry basis were evaluated for the effect of L/S. A significant cubic empirical model between the initial ONA concentration and L/S was successfully developed to predict the optimal L/S for given initial ONA concentration for SSFP. Moreover, an optimized operation strategy of multi-SSFP for different cases was determined based on the residual target pollutant concentration and the corresponding environmental conditions. It showed that the total L/S of multi-SSFP in all tested scenarios was no greater than 3.8, which is lower than the conventional slurry systems (L/S ? 5). The multi-SSFP is environment-friendly when it used for detoxication of hazardous solid waste contaminated by ONA and provides a potential method for the detoxication of hazardous solid waste contaminated by organics.  相似文献   
105.

Purpose

The objective of this study was to determine the removal of zinc and copper by two freshwater green microalgae Chlorella pyrenoidosa and Scenedesmus obliquus and to investigate changes of algal ultrastructure and photosynthetic pigment.

Methods

Algal cells were exposed for 8 days to different initial zinc or copper concentrations. Heavy metal concentrations were detected by an atomic absorption spectrophotometer. Algal growth, ultrastructure, and photosynthetic pigment were analyzed by a microplate reader, transmission electron microscope, and spectrophotometer, respectively.

Results

Low zinc and copper concentrations induced increase in algal growth, whereas application of high zinc and copper concentrations suppressed the growth of both algae. High metal concentrations also decreased the photosynthetic pigments and destroyed algal cell ultrastructure. The zinc removal efficiency by both algae increased rapidly during the first day and thereafter remained nearly constant throughout the experiment. The copper removal efficiency by both algae increased slowly during the whole experimental periods. In all cultures, the quantity of both metals removed intracellularly was much lower than the adsorbed quantity on the cell surface.

Conclusions

Both strains of the microalgae had proven effective in removing zinc and copper from aqueous solutions, with the highest removal efficiency being near 100%. In addition, C. pyrenoidosa appeared to be more efficient than S. obliquus for removing copper ions. On the contrary, S. obliquus appeared to be more efficient than C. pyrenoidosa for removing zinc ions.  相似文献   
106.
采用高温硫化法制备了具有可见光活性的La3 NbS2 O5光催化剂,运用X射线衍射谱图、扫描电子显微镜照片、比表面积和紫外-可见漫反射光谱对La3 NbS2 O5的结构、物理性质和光吸收性能进行了表征.以亚甲基蓝为目标降解物,考察了硫化温度、催化剂加入量和制备方法对亚甲基蓝降解率的影响.实验结果表明,当硫化温度为800...  相似文献   
107.
针对架空输电线路巡检中,杆塔、导(地)线上存在诸多障碍物(防震锤、压接管、耐张线夹、悬垂线夹等)及其相对位置和形态不固定的特点,设计了1种能够自主行进、跨越障碍物的巡检机器人。通过本体控制系统规划、传感器识别系统和补给电源设计等关键技术的应用,使巡检机器人上线自主行进过程试验取得初步成功。结果表明:自主行进过程中机器人与地面基站之间数据通信流畅,传感器探测回传图像清晰,从而验证了巡检机器人机构部件及控制系统的有效性。  相似文献   
108.
北京现代都市低碳农业的前景与策略   总被引:3,自引:0,他引:3  
现代都市发展低碳农业是降低温室气体排放,实现国家宏观战略目标的重要组成部分.本文对低碳农业的定义、特征进行了初步阐述,认为低碳农业是通过技术改进和制度创新建立起来的一种低投、高产、低(负)碳、生态的现代农业,具有系统开放性、技术集成性、生命周期性、过程安全性四个特征.利用碳汇/源平衡方法分析北京农业现状,结果表明:目前北京农业领域的碳源与汇分别为10-20 TgCO2eq·a-1和10.23-14.16 TgCO2eq·a-1,碳源基本稳定,碳汇还有较大的发展潜力.根据北京市生态特点和未来农业的定位,发展低碳农业,在技术层面上,可以加强与种植相关的土壤碳汇建设,与养殖相关的减排和其他减排技术;在制度层面上,建立农业布局调整机制,大力发展清洁生产机制、生态补偿机制、农业准入机制和综合调节机制.预测北京低碳农业的前景,初步估算未来北京农业的碳汇潜力可以达到20-30 TgCO2eq·a-1,直接的碳源可以减少到4-5 TgCO2eq·a-1.通过发展低碳农业,不仅可以抵消农业碳源,还能抵消6%-10%总温室气体,真正起到净碳汇功能.  相似文献   
109.
110.
A two-dimensional numerical model for evaluating the wind flow and pollutant dispersion within a street canyon was first developed using the FLUENT code, which was then validated against a wind tunnel experiment. Then, the effects of the upstream building width and upwind building arrangement on the airflow and pollutant dispersion inside an isolated street canyon were investigated numerically. The numerical results revealed that: (1) the in-canyon vortex center shifts downwards as the upstream building width increases; (2) the recirculation zone covers the entire upstream building roof for the cases when W/H = 0.5, 1.0, 1.5, and 2.0 (W is the upstream building width and H is the building height), whereas the flow reattaches the upstream building roof for the cases when W/H = 2.5 and 3.0; (3) when the upstream building width is shorter than the critical width WC (= 2H), an increase in the upstream building width leads to an increase in the pollution level on the leeward wall of the canyon and a decrease in the roof-level concentrations at the upstream building; (4) when the upstream building width is longer than the critical width, the roof-level concentrations at the upstream building are negligibly small and the pollution level on the leeward wall of the canyon is almost unaffected by a further increase in the upstream building width; (5) when the buildings are placed upwind of the canyon, the flow attaches the upstream building roof and, therefore, almost none of the pollutants are distributed on the upstream building roof; and (6) the pollution levels inside the canyon and on the downstream building roof increase significantly with the number of upwind buildings.  相似文献   
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