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991.
Jiang W Zhang S Shan XQ Feng M Zhu YG McLaren RG 《Environmental pollution (Barking, Essex : 1987)》2005,138(2):278-284
Laboratory batch experiments were carried out to study the adsorption of arsenate on 16 Chinese soils with different physicochemical properties. Wide differences in arsenate adsorption were observed, and the Jiangxi and Hubei soils were more effective sorbents for arsenate than other soils. The Langmuir one-surface and two-surface equations were used to model the arsenate adsorption data. Except for the Jiangxi and Hubei soils, the Langmuir one-surface equation gave reasonably good fits to the arsenate adsorption data. However, the Langmuir two-surface equation generally provided a better fit than the Langmuir one-surface equation. For soils with relative high organic matter (OM), dissolved organic carbon (DOC) or extractable phosphate, the Langmuir one-surface and two-surface equations described the adsorption isotherms similarly. In contrast, for soils with relatively low contents of OM, DOC or extractable phosphate, the Langmuir two-surface equation gave the better fit to the arsenate adsorption data. 相似文献
992.
Measurements of outdoor human exposure to suspended particulate matter (PM) are always constrained by available resources. An effective network design requires tradeoffs between variables measured, the number of sampling locations, sample duration, and sampling frequency. Sampling sites are needed to represent neighborhood and urban spatial scales with minimal influences from nearby sources. Although most PM measurements for determining compliance with standards are taken over 24-h periods every third to sixth day, outdoor human exposure assessment requires measurements taken continuously throughout the day, preferably over durations of 1 h or less. More detailed particle size and chemistry data are also desirable, as smaller size fractions and specific chemicals may be better indicators of adverse health effects than total mass samples. 相似文献
993.
994.
Performance of three-phase three-dimensional electrode reactor for the reduction of COD in simulated wastewater-containing phenol 总被引:18,自引:0,他引:18
The removal of chemical oxygen demand (COD) from wastewater-containing phenol was investigated using three-phase three-dimensional electrode reactor. Special attention was paid to experimentally probe the performance of the reactor in COD removal in the process of repeated batch runs. The experimental results showed that the reactor could remove COD from phenol-containing wastewater much more efficiently than both granulated activated carbon (GAC) adsorption bed and conventional three-dimensional electrode. For 200th batch run, the three-phase three-dimensional electrode reactor with an airflow of 5 l min(-1) and a cell voltage of 30 V could remove 1350 ppm COD from the wastewater in 30 min while conventional three-dimensional electrode reactor with a same cell voltage and GAC adsorption bed with a same airflow only could remove 610 and 1000 ppm, respectively, at the same reaction duration. Although it was found that COD removal decreased with increasing repeated batch runs in our experimental range, due to adsorption saturation of GAC and electrode passivation, the extent of decrease for the three-phase three-dimensional electrode is much less than those for conventional three-dimensional electrodes and GAC adsorption beds. The passivated reactor could be partly re-activated by electrolysis in the presence of MnO2. 相似文献
995.
996.
低温等离子体联合技术降解甲苯气体的研究 总被引:1,自引:0,他引:1
以自制的纳米钛酸钡基介电材料为催化剂,以电工陶瓷拉西环为载体,利用介质阻挡放电产生的低温等离子体对常压下流动态含甲苯的空气进行处理,研究了电场强度、空塔气速、甲苯初始浓度及不同填料情况下甲苯的降解及臭氧产生情况,初步探讨了等离子体联合技术降解甲苯的机制,并进行了产物分析.实验结果表明,甲苯降解率随电场强度的提高而上升,随空塔气速和甲苯初始浓度的增加而降低;随反应器内填料变化,甲苯降解率表现为催化剂填料》普通填料》无填料,其降解率最高可达95%.当电场强度》13.0 kV/cm时,臭氧浓度因受到过量的高能电子攻击而发生分解,表现为臭氧浓度随电场强度的继续增加而降低,故最佳电场强度为13.0 kV/cm.当9.0 kV/cm<电场强度<13.0 kV/cm,臭氧产量表现为催化剂填料>普通填料>无填料,纳米钛酸钡基介电材料大大增强了臭氧的产量. 相似文献
997.
在对天然有机物分类的基础上进行了水体中有机物的特性研究,并采用氯胺对不同特性有机物的氯化消毒副产物进行了控制研究。结果表明,疏水酸占有机物总量的24%,疏水中性物质占41%,疏水性有机物占67%;对于三卤甲烷类消毒副产物生成势,疏水酸所产生的最多,疏水碱次之,亲水酸最少;对于卤乙酸类消毒副产物生成势,疏水碱产生的三卤乙酸最多,其次为疏水酸,亲水酸最少。氯胺对不同类有机物氯化消毒副产物控制程度不同,氯胺对疏水中性物质控制三卤甲烷类消毒副产物最好,其次是疏水碱和亲水碱;对疏水酸的三卤甲烷生成量控制较弱,对亲水酸的控制效果最差;氯胺对亲水碱氯化产生卤乙酸的控制效果最好,其次是疏水碱,控制效果最差的为疏水中性物质。 相似文献
998.
999.
我国华北地区湿地通常处于缺水状态.当湿地分别为"资源型缺水"和"水质型缺水"时,目前常用的几种生态需水量估算方法的适用范围是不同的.水量平衡法是较通用的方法;而水量损失法和最低水位法主要适用于资源型缺水;物质平衡法和逐年环境改良法则主要应用于污染型缺水的情况.针对不同的情况可以选取相应的估算方法.本文应用不同估算方法,对河北保定白洋淀湿地和北京顺义杨镇湿地的生态需水量进行了估算,通过估算结果间的比较,反映出白洋淀湿地面临的污染问题更严重,而杨镇湿地更亟需解决的是资源型缺水问题,使其补偿措施更有针对性,能更好地协调人与湿地生态环境问的关系. 相似文献
1000.
污泥酸化速率影响因子的探讨 总被引:2,自引:0,他引:2
采用城市污水厂污泥作为嗜酸微生物菌株来源,通过添加一定量的单质硫,使其中的嗜酸硫杆菌群大量增殖,并使污泥pH大幅降低.取得的培养物可用于废旧干电池中重金属沥滤等的处理.由于培养物对重金属沥滤效率和污泥的酸化速率密切相关,为此进行了不同的污泥种类、加硫量、污泥浓度和曝气强度对污泥酸化速率影响的实验.实验表明,初沉泥、二沉泥和混合浓缩污泥都能迅速利用硫产酸;加硫量(以100 mL污泥计)在0.5、1.0、2.0、4.0 g时,快速酸化的趋势相同.0.5 g的加硫量显示出略微慢的酸化速率,最后达到的最低pH在1.2左右,其他三个都降至1.0以下.污泥质量分数在0.5%、1.0%、2.0%、3.0%、4.0%时,也具有相同的酸化趋势,0.5%质量分数的污泥下降速率最快,这与较低浓度下污泥对pH的缓冲能力较小有关;曝气强度在0.45 L/min和0.3 L/min差别较小,5 d内能迅速降低pH,0.2 L/min的酸化速率较慢,足够长的时间(12 d)也能将pH降至2.5左右,0.1 L/min的曝气强度的酸化速率最慢,不能达到预期的酸化效果. 相似文献