Occurrence,distribution, and multi-phase partitioning of triclocarban and triclosan in an urban river receiving wastewater treatment plants effluent in China

Occurrence, distribution, spatial and seasonal variations, and partitioning between aqueous phase and suspended particulate matters (SPM) of triclocarban (TCC) and triclosan (TCS) in Xiaoqing River, which receives wastewater treatment plant (WWTP) effluents, were studied. The distribution of the total TCC and TCS levels in surface water and sediments along the river were discussed. The highest TCC and TCS concentrations were both found near the discharge port of WWTPs, and the TCC and TCS levels decreased downstream of the WWTPs as a result of their distances from the source of WWTP discharges. The mean values of TCC and TCS in low-flow season were 1.62 and 1.80 times, respectively, as much as in high-flow season in surface water. The study on partitioning of TCC and TCS between aqueous phase and SPM shown the mean level of dissolved TCC accounted for about 10 % of the total level in surface water, whereas the TCS level was about 30 %. The TCC concentrations detected in the surface sediment samples (0 to 5 cm) ranged from 226 to 1,956 ng/g, with a mean value of 733 ng/g. The TCS levels were between 85 and 705 ng/g, with a mean value of 255 ng/g. The distribution and variations of TCC and TCS in sediments along the river were highly consistent with those in the water phase. The TCC and TCS levels in deep sediments (5 to 10 cm) were significantly lower than those in surface sediments. The mean TCC level in surface sediments was about 2.4 times as much as in deep sediments, and the TCS level in surface sediments was 3.1 times as much as in deep sediments.     

西北干旱地区农宅雨水转化为可饮水技术

雨水集流工程对于解决干旱地区人民生活用水问题起着重要作用,甘肃省兰州市榆中县北山地区处于严重缺水的地区,人畜的饮用水为雨水、雪水直接沉淀后的水窖水。经过对北山饮用水进行水质检测,发现水中浊度、锰含量、微生物数量均超过《生活饮用水卫生标准》(GB5749-2006)的规定值。通过对传统滤池进行改造并结合阳光消毒研制出了一种新型水处理器——阳光消毒-生物砂滤池(SBF)家庭水处理设备,通过生物砂滤池中微生物对雨水中污染物的氧化分解及河砂的过滤使水浊度及锰得到有效地去除,日光高温灭活和光氧化降解综合作用杀灭水中致病微生物。用SBF家庭水处理设备对雨水进行处理,水中浊度、锰含量、微生物数量均达到标准的规定值。     

城市生活污水及二级处理水中手足口病病毒及肠道病毒的赋存状态

手足口病是由多种肠道病毒引起的传染病,其主要病原体有EV71、CVA16及CVA10。为了研究污水处理厂的生活原污水及二级处理水中此类病毒的存活情况,实验利用手足口病3种主要病毒的通用引物对其进行分型检测,同时使用肠道病毒通用引物检测所有肠道病毒,并对常规水质指标进行分析。结果表明,原污水及二级处理水的手足口病病毒阳性率分别为83.3%与36.7%,而肠道病毒阳性率更高达100%及93.3%。说明生活污水中的肠道病毒可以稳定存在,且若未进行有效消毒处理,可能存在于二级处理水中。在3种手足口病主要病毒中,CVA10检出率最高,达45.0%,CVA16及EV71检出率分别为8.3%及10.0%。可推断,CVA10为实验阶段该地区主要的手足口病病毒。通过相关性分析,肠道病毒的存活与水质条件密切相关。     

新型硅镁胶(MgO·2SiO_2)对模拟放射性废水中Co~(2+)的吸附性能

以泡花碱和氯化镁为原料合成出了一种新型硅镁胶(MgO·2SiO2)吸附材料,用傅里叶红外光谱仪对其进行了表征,并对模拟放射性废水中的Co2+进行吸附实验。结果表明,控制合成pH在10.50~11.00,可以得到目标硅镁胶(MgO·2SiO2),在460 cm-1处出现了较强的吸收峰,这是由Mg—O伸缩振动和Si—Mg—O弯曲振动引起。在500℃焙烧4h后,可以得到吸附性能良好的硅镁胶,随着溶液pH的升高,去除率增大,在pH为4~8时达到最大。25℃时,最大吸附量可达135.5 mg/g,吸附过程符合Langmuir等温吸附方程和准二级动力学方程。重复使用4次,对Co2+的吸附量仍然达到130 mg/g,说明硅镁胶是一种可重复利用的吸附剂。     

Degradation of the potential rodent contraceptive quinestrol and elimination of its estrogenic activity in soil and water

Quinestrol has shown potential for use in the fertility control of the plateau pika population of the Qinghai–Tibet Plateau. However, the environmental safety and fate of this compound are still obscure. Our study investigated degradation of quinestrol in a local soil and aquatic system for the first time. The results indicate that the degradation of quinestrol follows first-order kinetics in both soil and water, with a dissipation half-life of approximately 16.0 days in local soil. Microbial activity heavily influenced the degradation of quinestrol, with 41.2 % removal in non-sterile soil comparing to 4.8 % removal in sterile soil after incubation of 10 days. The half-lives in neutral water (pH 7.4) were 0.75 h when exposed to UV light (λ?=?365 nm) whereas they became 2.63 h when exposed to visible light (λ?>?400 nm). Acidic conditions facilitated quinestrol degradation in water with shorter half-lives of 1.04 and 1.47 h in pH 4.0 and pH 5.0 solutions, respectively. Moreover, both the soil and water treatment systems efficiently eliminated the estrogenic activity of quinestrol. Results presented herein clarify the complete degradation of quinestrol in a relatively short time. The ecological and environmental safety of this compound needs further investigation.     

Adsorption of multi-heavy metals Zn and Cu onto surficial sediments: modeling and adsorption capacity analysis

Improved multiple regression adsorption models (IMRAMs) was developed to estimate the adsorption capacity of the components [Fe oxides (Fe), Mn oxides (Mn), organic materials (OMs), residuals] in surficial sediments for multi-heavy metal Zn and Cu. IMRAM is an improved version over MRAM, which introduces a computer program in the model developing process. As MRAM, Zn(Cu) IMRAM, and Cu(Zn) IMRAM again confirmed that there is significant interaction effects that control the adsorption of compounded Zn and Cu, which was neglected by additional adsorption model. The verification experiment shows that the relative deviation of the IMRAMs is less than 13 %. It is revealed by the IMRAMs that Mn, which has the greatest adsorption capability for compounded Zn and Cu (54.889 and 161.180 mg/l, respectively), follows by interference adsorption capacity of Fe/Mn (?1.072 and ?24.591 mg/l respectively). Zn and Cu influence each other through different mechanisms. When Zn is the adsorbate, compounded Cu mainly affects the adsorption capacities of Fe/Mn and Fe/Mn/OMs; while when Cu is the adsorbate, compounded Zn mainly exerts its effect on Mn, Fe/Mn, and Mn/OMs. It also shows that the compounded Zn or Cu weakened the interference adsorption of Fe/Mn, and meanwhile, strengthened the interference adsorption of Mn/OMs.     

Ni2 +对活性污泥活性及群落多样性的影响简

通过检测活性污泥的电子传递体系活性以及生物多样性,研究Ni²⁺对活性污泥微生物活性及群落多样性的影响。结果表明：与对照系统相比,5 mg/L的Ni²⁺对2,3,5-triphenylteltrazolium chloride（TTC-ETS）活性未产生显著的影响;但当Ni²⁺的浓度进一步增大到10、20和40 mg/L后,其对序批式反应器内活性污泥TTC-ETS活性的抑制率分别达到（36.79±11.14）%、（55.88±13.90）%和（70.97±6.78）%。低浓度Ni²⁺能增强活性污泥微生物对碳源的利用,但高于10 mg/L的Ni²⁺则显著抑制了活性污泥微生物对碳源的利用。各个SBR系统中微生物群落最常见的物种相近,物种丰富度和均一性则均有所不同,其中群落物种丰富度随着Ni²⁺浓度的增加而逐渐减小。TTC-ETS活性、平均每孔颜色变化率、Shannon指数和Simpson指数,与Ni²⁺的胁迫浓度之间的显著相关性表明,它们均可有效地表征Ni²⁺胁迫对活性污泥微生物活性及群落多样性的影响程度。     

RPB-O3/H2O2法处理硝基苯模拟废水

在超重力场中,研究了硝基苯模拟废水的臭氧/双氧水(O3/H2O2)法处理效果,考察了超重力因子β、H2O2浓度、初始p H、液体流量及处理时间等因素对硝基苯去除率的影响。结果表明,硝基苯去除率随超重力因子β和处理时间的增加而增大,而随H2O2浓度、初始p H和液体流量的增加呈先增大后降低的趋势。当硝基苯初始浓度300 mg/L,工艺条件β=80、p H=10.0、臭氧质量浓度约为40 mg/L、H2O2浓度为4.9 mmol/L、液体流量为120 L/h时,循环处理35 min硝基苯去除率可达96.7%。处理时间60 min后,废水中硝基苯含量1.4 mg/L,COD为39 mg/L,达国家一级排放标准(GB 8978-1996)。在此条件下,硝基苯的降解过程符合准一级反应动力学。     

气浮技术在膜生物反应器剩余污泥浓缩过程中的应用

污泥浓缩作为污泥处理的关键环节之一,开发高效的污泥浓缩工艺对于降低污泥含水率、提高脱水设备的运行效率、降低脱水能耗具有十分重要的意义。针对MBR污泥浓度高、污泥粒径小、污泥沉降性能较差等特点,故采用传统的重力浓缩和机械浓缩技术很难有效实现污泥浓缩。因此,尝试采用气浮浓缩技术降低污泥含水率的可行性。从气浮浓缩的中试结果来看,较适宜运行参数为:固体负荷为15 kg/(m2·h),水力负荷为1.5 m3/(m2·h),回流比为1,PAM投配率2‰(w/w干固体),溶气压力为0.4 MPa,气固比为0.03。经过中试设备进行气浮浓缩后,污泥含水率降低至96%左右。此外,还研究了采用气液多相泵系统对剩余污泥的浓缩效率,结果显示,该设备的使用相对于传统溶气气浮工艺,其优点表现在占地小、工程造价低以及运行成本低等方面。     

湖南省四水流域水沙周期特征及其影响因素分析

采用复小波变换和M K非参数检验的方法分析了湖南省四水流域主要控制站1951~2011年径流量与输沙量周期规律和突变特征。结果表明：(1)湖南四水径流量存在多个波动增加和波动减少的波动变化现象,但无显著变化趋势;而输沙量虽然有一定的波动,但总体上呈波动减少变化态势,而且下降趋势较显著;(2)湘潭站、桃江站和桃源站径流量和输沙量存在20~25 a的第一主周期,而石门站径流量和输沙量的第一主周期不具有一致性,径流量主周期为2 a,输沙量主周期为13 a,但其径流量和输沙量第二、三主周期变化规律相吻合,均为3~5 a的周期;(3)大量的水利工程建设是导致输沙量减少的主要原因,径流量的变化与降水的变化规律较为一致