集成橡胶SIBR臭氧老化过程的研究

本文跟踪考察了集成橡胶SIBR的臭氧老化过程,并对老化过程中微观结构及其样品表面臭氧龟裂的变化规律进行了研究。结果表明：在臭氧老化过程中SIBR分子链中双键含量减少,并且伴有羰基结构的产生。双键和羰基结构的变化趋势与丁苯橡胶SBR相似,老化后期均趋于平缓。未填充和填充SIBR产生臭氧龟裂的初裂时间均居于丁苯橡胶SBR和异戊橡胶IR之间,但是发生初裂之后,未填充和填充SIBR表面裂纹的增长速度均较慢。经臭氧老化后,SIBR的力学性能变化率均较低,由此说明,SIBR的耐臭氧老化性能优于SBR和IR。     

臭氧氧化结合化学吸收同时脱硫脱硝的研究——石灰石浆液吸收特性理论分析

为开发臭氧氧化结合化学吸收同时脱除多种污染物技术,对石灰石吸收脱除臭氧氧化产物(SOx和NOx)的吸收反应机理进行了研究,应用气液固平衡理论对SOx和NOx在石灰石浆液中的吸收特性进行了分析,结果表明烟气中CO2对SOx和NOx吸收的影响可以忽略,并得到浆液在吸收容量所能承受的最大气液比M.当[CaCO3]=0.05 mol/l,临界点M=600～700;当LCaCO3]=0.1 mol/l,临界点M=1200～1300;当[CaCO3]=0.15 mol/l,临界点M=1900～2000.     

鞋类橡胶部件喷霜检验方法研究

摘要：对比高温高湿-低温-高湿-低湿、盐水浸泡-水清洗-高温-低温、恒温恒湿法和臭氧法4种方法检验鞋类橡胶部件喷霜检验的效果,其中臭氧法作为鞋类橡胶部件喷霜的检验方法优于其他3种方法,50℃X3h,臭氧浓度200×10-8的老化条件进行鞋类橡胶部件喷霜检验较优。     

冬季黄河水预臭氧化中试试验

本试验采用臭氧为预氧化剂,以黄河水为水源水,对水源水中有机物（CODMn,UV254和TOC）、浊度、细菌总数、大肠菌群数、氨氮与亚硝酸盐氮等去除效果进行了试验研究。结果表明,预臭氧化使原水的浊度升高,但由于悬浮颗粒的状态发生变化,通过气浮、过滤处理后,浊度降低;预臭氧化有良好的杀菌作用;臭氧氧化可以去除部分有机物和亚硝酸盐氮,而且提高水中有机物的可生化性,提高后续工艺对污染物的去除率。     

不同防护体系对NR/SBR并用胶耐臭氧老化性能的影响

近几年由于轮胎胎面表面臭氧浓度提高,加速了轮胎胎面的老化裂口,导致了轮胎使用寿命下降,尤其是工程轮胎胎侧胶比较薄,在轮胎侧部最外边,且运动过程中持续不断的受到屈挠作用,所以胎侧胶近几年受到臭氧老化影响较严重,本文以工程轮胎胎侧胶为例进行基本性能、疲劳性能、力学性能、老化性能等几个方面进行实验,研究了不同防护体系对工程轮胎胎侧胶耐臭氧老化性能的影响,通过6组不同防老剂品种、不同比例的实验,寻求出了最有效的防护体系,提高了工程轮胎胎侧胶耐臭氧老化性能。     

微纳米气泡臭氧高级氧化工艺处理电镀废水的中试

对江苏省某电镀园区污水厂尾水使用微纳米气泡臭氧高级氧化工艺进行深度处理中试研究,要求处理后达到《地表水环境质量标准》(GB 3838—2002)Ⅴ类标准.半连续流试验结果表明,单独臭氧氧化处理无法有效去除有机物,加入双氧水催化臭氧微纳米气泡处理后可以使COD达标.在臭氧与双氧水投加量摩尔比为2时,投加64.6 mg/L...     

Effect of oxidants on microalgal flocculation

The effects of chlorine, ozone and chlorine dioxide on Scenedesmus sp. cultures were studied. Algal cell viability and chlorophyll concentration decreased, and the concentration of dissolved organic substances increased with increasing applied oxidant concentration. Pretreatment with chlorine dioxide (1, 3 or 5 mg l⁻¹) or ozone (2.6, 4.6 or 8.1 mg l⁻¹) on algal cultures enhanced algal flocculation with alum, while prechlorination with 10 or 20 mg l⁻¹ increased the required dosage of alum by 15%. Scanning electron micrographs of oxidized cells revealed drastically adverse effects upon the cell surface architecture: in addition to the oxidation of noncellular organic materials, the oxidants damaged both cell surface structures and intracellular components. A model explaining the effects of the different oxidants on microalgal flocculation is suggested.     

Determination of the biodegradable fraction of dissolved organic matter in waters

Two bioassay procedures are proposed for determining biodegradable dissolved organic carbon (BDOC) in waters. Both involves sterile filtration of the sample, reinoculation with a natural assemblage of bacteria from the same origin as the sample, and incubation for at least 10 days in the dark at 20°C. In the first procedure, dissolved organic carbon (DOC) is followed, until a plateau is reached and the difference between initial and final DOC is taken as a measure of BDOC. In the second procedure, bacterial biomass and mortality rate are followed and the integrated flux of mortality during the incubation period is calculated and divided by the growth yield to give an estimate of BDOC. Both procedures provide closely concordant results.An example of application to the study of ozonation and biological activated carbon filtration in drinking water treatment is presented.     

Diurnal and seasonal variabilities in surface ozone and its precursor gases at a semi‐arid site Anantapur (14.62°N, 77.65°E, 331 m asl) in India

Measurements of surface ozone and its precursor gases (NO_x and CO) have been made at a semi‐arid site Anantapur (14.62°N, 77.65°E, 331 m asl) in tropical Indian region for the period, 2001–2003. NO_x and CO levels were the highest during morning and late night hours at this site. Diurnal variations of ozone concentrations varied from 25 ppbv to 50 ppbv and were observed to increase gradually after sunrise, attaining a maximum value by the evening and decreasing gradually thereafter. During monsoon months, the diurnal amplitude of ozone was found to be small (20–25 ppbv). Seasonal variation in ozone showed a pronounced maximum (40–50 ppbv) in the winter and summer. Local pollutants were major contributors to the ozone levels during this period. Ozone shows a yearly mean mixing ratio of about 35.9 ± 8.8 ppbv. The daytime concentration of CO and NO_x varied between 200 to 1200 ppbv and 3 to 20 ppbv respectively for the period studied. Annual average mixing ratios of oxides of nitrogen (NO_x) and CO were observed to be 3.9±0.6 ppbv and 436±64 ppbv, respectively.     

高锰酸钾和预臭氧强化常规处理工艺

针对天津饮水水源的水质特点，研究了高锰酸钾和臭氧的预氧化效果以及对后续气浮、过滤处理效果的影响。结果表明，预氧化能提高后续处理工艺的出水水质，降低出水浊度和高锰酸盐指数。经预氧化后，水中含有羧基、羟基的有机物含量增加，从而改善了有机物的可混凝性，这是处理效果提高的根本原因。