几种试剂对硝酸根光催化脱色甲基橙的影响

以NO^-₃为光催化剂,在紫外灯照射下,对甲基橙溶液进行光催化脱色。结果表明,叔丁醇、甲醇和乙醇对催化脱色反应有抑制作用; KBr和Na₂SO₄对脱色反应均有促进作用;而且KBr的加入量存在最佳值; Na₂SO₄的促进作用随Na₂SO₄的量的增加逐渐增强。Na₂CO₃的存在对甲基橙的脱色反应没有影响。K₂S₃O₈和NO^-₃之间存在较强的协同作用;KIO₃和NO^-₃之间存在相加作用;KBrO₃和NO^-₃之间存在拮抗作用。     

蜂窝煤燃烧氟污染的控制

以碳酸钙为固氟添加剂,以炉渣及粉煤灰等低氟材料取代全部或部分粘土作为粘结剂来制作蜂窝煤,进行了燃煤降氟的试验研究.结果表明,添加碳酸钙能有效降低蜂窝煤燃烧时候的氟排放,当煤:粘土:CaCO3的质量比为70:17:13时,碳酸钙的固氟效果最佳,氟的排放率可降低64.1%.以炉渣为粘结剂制作蜂窝煤能够显著降低燃烧时向外界排放的氟化物量,当煤:炉渣:CaCO3为80:8:12时,蜂窝煤燃烧排氟量较小且趋于稳定.已拌有一定剂量粉煤灰粘结剂的煤中添加15%的粘土后碳酸钙的固氟效果明显改善,当煤:粘土:粉煤灰:CaCO3为70:15:9:6时固氟效果最佳,此时蜂窝煤氟逸出率仅为18.2%,氟的减排率达到77.9%,显著优于未添加粘土时碳酸钙的固氟效果,蜂窝煤添加碳酸钙固氟剂进行高效固氟时,需同时适当增加粉煤灰加入量,以稳定固氟剂的高温固氟效果.     

MSBR法处理焦化废水

焦化废水成分复杂,是一种较难处理的工业废水.试验采用MSBR法对其进行处理,考察了5组水力停留时问(66h,39h,28 h,20 h,17 h)下不同反应阶段(厌氧池、缺氧池、好氧池、SBR出水)对水样的处理效果.结果显示,HRT总为66h条件下.CODCr去除率为82%,效果相对最好,并且每组HRT下焦化废水中的CODCr均是在 MSBR系统前置的厌/缺氧池(A2)已得到大幅度去除.但硝化作用受到抑制,NH3-N的去除效果并不明显.     

Decreased blood level of β2-microglobulin in the employees of a factory which produced polychlorinated biphenyls

Under the project of evaluating the health status of the employees of CHEMKO factory (East Slovakia) which produced PCBs between 1955 and 1985, the level of β₂-microglobulin (β₂-m) was measured in the serum of 242 subjects from CHEMKO (Group A) and two control groups from much less polluted areas: 1. 277 females from a small mountainous village (Group B), 2. 179 adults from the area of a large city of Ko ice (Group C). The level of thymidine kinase (TK) was measured in the groups A and B only. In addition, age-matched groups of 155 women each from all areas were evaluated. In both the whole group and the age-matched group from CHEMKO the level of β₂-m was significantly lower (P<0.001) than that in the respective control groups, while no difference was found in the level of TK. In conclusion, it is suggested that the decrease of β₂-m in CHEMKO employees might be related to the immunotoxic effects of organochlorines.     

某电厂堆灰场附近浅层地下水中Cr6+的成因及治理措施

分析了焦作某电厂堆灰场附近浅层地下水中Cr6+ 的形成原因。根据该区水文地质背景 ,提出在地下污染水羽的下游建可渗透反应墙的漏斗 -通道系统 ,用对Cr6+ 有很高去除效率的风化煤作为反应材料 ,使污染水羽流经此系统时有效去除地下水中的Cr6+ ,达到净化的目的     

一种新型复合球填料在低浓度污水再生回用中的应用研究

新型复合球填料为沸石与悬浮球填料的有机组合体,密度约为0.92～0.97g/cm3,比表面积为711～1185m2/m3,表面粗糙,物化性能稳定.在曝气量为20∶1,停留时间为6 h时,装有新型复合球填料的反应柱挂膜容易,成膜时间短,膜不易脱落,且生物相丰富.膜成熟时对生活污水中的氨氮和COD都有很好的去除效果,出水氨氮浓度≤2 mg/L,去除率≥93%;出水COD浓度≤22 mg/L,去除率≥80%.新型复合球反应柱在稳定状态处理低浓度的二级出水时,出水氨氮浓度≤2 mg/L,去除率≥89%,出水COD浓度为10～36 mg/L,去除率为48%～81%.出水水质符合GB50335-2002标准.     

Comparative studies of the Fe–UV, H2O2–UV, TiO2–UV/vis systems for the decolorization of a textile dye X-3B in water

The degradation of a common textile dye, Reactive-brilliant red X-3B, by several advanced oxidation technologies was studied in an air-saturated aqueous solution. The dye was resistant to the UV illumination (wavelength λ  320 nm), but was decolorized when one of Fe³⁺, H₂O₂ and TiO₂ components was present. The decolorization rate was observed to be quite different for each system, and the relative order evaluated under comparable conditions followed the order of Fe²⁺–H₂O₂–UV  Fe²⁺–H₂O₂ > Fe³⁺–H₂O₂–UV > Fe³⁺–H₂O₂ > Fe³⁺–TiO₂–UV > TiO₂–UV > Fe³⁺–UV > TiO₂–visible light (λ  450 nm) > H₂O₂–UV > Fe²⁺–UV. The mechanism for each process is discussed, and linked together for understanding the observed differences in reactivity.     

混凝-A3-MBR处理餐厨垃圾发酵废液运行条件优化与特性

采用混凝-两级厌氧/缺氧/好氧-膜生物反应器（A3-MBR）处理实际餐厨垃圾发酵废液,通过对运行参数进行优化确定最优工况,并考察其在该条件下长期运行的处理效果。结果表明,混凝预处理的最适pH为8,最佳混凝剂投加量为1 000 mg·L-1。A3-MBR系统在最优运行条件：总HRT为110 h,回流比为200%,进水COD负荷控制在2.3~3.6 g·（L·d）-1下可稳定运行。当系统进水COD、TN、NH3-N和TP浓度分别为（10 984±383）、（335.9±16.2）、（209.1±6.7）和（37.2±2.3）mg·L-1时,系统进水有机负荷为2.3~3.5 g·（L·d）-1,在最优条件下处理系统出水的COD、TN、NH3-N和TP分别为（202±23）、（62.1±7.1）、（0.33±0.13）和（8.3±0.9）mg·L-1,其去除率分别为98.2%、81.5%、99.8%和77.8%。A3-MBR系统对有机物具有良好的去除效果,厌氧段未积累挥发性脂肪酸。最终出水中溶解性有机物主要为II区芳香族蛋白质类似物,残留的挥发性有机物以酯类物质为主。     

Characteristics of roadside air pollution in Korean metropolitan city (Daegu) over last 5 to 6 years: temporal variations, standard exceedances, and dependence on meteorological conditions

The present study performed a roadside data analysis to provide baseline data for exploring associations between environmental exposure to four gaseous pollutants and health effects on residents living near roadways. The yearly roadside concentrations of CO and SO₂ showed a well-defined decreasing trend, whereas those of NO₂ and O₃ exhibited the reverse trend. In most cases, the diurnal trends of the roadside concentrations were well-defined for all seasons, plus the daytime concentrations were higher than the nighttime concentrations. In contrast to the other target pollutants, the daytime O₃ concentrations observed at the roadside sites were lower than those observed at the residential site, likely due to high-levels of fresh NO from traffic emissions that rapidly react with O₃, thereby reducing the O₃ roadside level. The Sunday roadside concentrations of CO, NO₂, and SO₂ were similar to or somewhat lower than the weekday concentrations. Conversely, for O_3, the Sunday roadside concentrations were similar to or somewhat higher than the weekday concentrations. The higher O₃ concentrations on Sunday may be due to the reduced titration from a decrease in NO_x emissions under VOC-limited conditions (low VOC/NO_x conditions). The monthly averages of O₃ concentrations exhibited the reverse seasonal variation to the other target compounds, with peak O₃ concentrations between April and June, and the second peak between August and October. It is also suggested that for O₃, the 8-h standard is more stringent than the 1-h standard, while for NO₂ and SO₂, the 1-h standard is more stringent than the 24-h standard. The multiple regression equations obtained from the relationship between the concentrations and five meteorological parameters indicated that the number and type of meteorological variables in the equations varied according to the pollutant, monitoring station, or season.