Isotopic modelling of the significance of bacterial sulphate reduction for phenol attenuation in a contaminated aquifer

A Triassic sandstone aquifer polluted with a mixture of phenolic hydrocarbons has been investigated by means of high-resolution groundwater sampling. Samples taken at depth intervals of 1 m have revealed the presence of a diving pollutant plume with a sharply defined upper margin. Concentrations of pollutant phenols exceed 4 g/l in the plume core, rendering it sterile but towards the diluted upper margin evidence for bacterial sulphate reduction (BSR) has been obtained. Groundwaters have been analysed for both delta34S-SO4 and delta18O-SO4. Two reservoirs have been identified with distinct sulphate oxygen isotope ratios. Groundwater sulphate (delta18O-SO4 = 3-5/1000) outside the plume shows a simple linear mixing trend with an isotopically uniform pollutant sulphate reservoir (delta18O-SO4 = 10-12/1000) across the plume margin. The sulphur isotope ratios do not always obey a simple mixing relation, however, at one multilevel borehole, enrichment in 34SO4 at the plume margin is inversely correlated with sulphate concentration. This and the presence of 34S-depleted dissolved sulphide indicate that enrichment in 34SO4 is the result of bacterial sulphate reduction. Delta34S analysis of trace hydrogen sulphide within the plume yielded an isotope enrichment factor (epsilon) of -9.4/1000 for present-day bacterial sulphate reduction. This value agrees with a long-term estimate (-9.9/1000) obtained from a Rayleigh model of the sulphate reduction process. The model was also used to obtain an estimate of the pre-reduction sulphate concentration profile with depth. The difference between this and the present-day profiles then gave a mass balance for sulphate consumption. The organic carbon mineralisation that would account for this sulphate loss is shown to represent only 0.1/1000 of the phenol concentration in this region of the plume. Hence, the contribution of bacterial sulphate reduction to biodegradation has thus far been small. The highest total phenolic concentration (TPC) at which there is sulphur isotope evidence of bacterial sulphate reduction is 2000 mg/l. We suggest that above this concentration, the bactericidal properties of phenol render sulphate-reducing bacteria inactive. Dissolved sulphate trapped in the concentrated plume core will only be utilised by sulphate reducers when toxic phenols in the plume are diluted by dispersion during migration.     

Reactive transport modeling of processes controlling the distribution and natural attenuation of phenolic compounds in a deep sandstone aquifer

Reactive solute transport modeling was utilized to evaluate the potential for natural attenuation of a contaminant plume containing phenolic compounds at a chemical producer in the West Midlands, UK. The reactive transport simulations consider microbially mediated biodegradation of the phenolic compounds (phenols, cresols, and xylenols) by multiple electron acceptors. Inorganic reactions including hydrolysis, aqueous complexation, dissolution of primary minerals, formation of secondary mineral phases, and ion exchange are considered. One-dimensional (1D) and three-dimensional (3D) simulations were conducted. Mass balance calculations indicate that biodegradation in the saturated zone has degraded approximately 1-5% of the organic contaminant plume over a time period of 47 years. Simulations indicate that denitrification is the most significant degradation process, accounting for approximately 50% of the organic contaminant removal, followed by sulfate reduction and fermentation reactions, each contributing 15-20%. Aerobic respiration accounts for less than 10% of the observed contaminant removal in the saturated zone. Although concentrations of Fe(III) and Mn(IV) mineral phases are high in the aquifer sediment, reductive dissolution is limited, producing only 5% of the observed mass loss. Mass balance calculations suggest that no more than 20-25% of the observed total inorganic carbon (TIC) was generated from biodegradation reactions in the saturated zone. Simulations indicate that aerobic biodegradation in the unsaturated zone, before the contaminant entered the aquifer, may have produced the majority of the TIC observed in the plume. Because long-term degradation is limited to processes within the saturated zone, use of observed TIC concentrations to predict the future natural attenuation may overestimate contaminant degradation by a factor of 4-5.     

Microbial reduction of sulfate injected to gas condensate plumes in cold groundwater

Despite a rapid expansion over the past decade in the reliance on intrinsic bioremediation to remediate petroleum hydrocarbon plumes in groundwater, significant research gaps remain. Although it has been demonstrated that bacterial sulfate reduction can be a key electron accepting process in many petroleum plumes, little is known about the rate of this reduction process in plumes derived from crude oil and gas condensates at cold-climate sites (mean temperature <10 degrees C), and in complex hydrogeological settings such as silt/clay aquitards. In this field study, sulfate was injected into groundwater contaminated by gas condensate plumes at two petroleum sites in Alberta, Canada to enhance in-situ bioremediation. In both cases the groundwater near the water table had low temperature (6-9 degrees C). Monitoring data had provided strong evidence that bacterial sulfate reduction was a key terminal electron accepting process (TEAP) in the natural attenuation of dissolved hydrocarbons at these sites. At each site, water with approximately 2000 mg/L sulfate and a bromide tracer was injected into a low-sulfate zone within a condensate-contaminant plume. Monitoring data collected over several months yielded conservative estimates for sulfate reduction rates based on zero-order kinetics (4-6 mg/L per day) or first-order kinetics (0.003 and 0.01 day(-1)). These results favor the applicability of in-situ bioremediation techniques in this region, under natural conditions or with enhancement via sulfate injection.     

Aufnahme von Cyanid in Pflanzen

Zusammenfassung  Cyanide entstehen bei der Pyrolyse von Kohle, und bei der Gasreinigung wird Blaus?ure als Berliner Blau gef?llt. Diese Abf?lle sind heute h?ufig Bestandteil von innerst?dtischen Altlasten. Cyanwasserstoff HCN (Blaus?ure) ist ein schnell wirksames und starkes Gift; eisenkomplexierte Cyanide im Boden sind jedoch weit weniger giftig. Die Phytotoxizit?t von freiem Cyanid wurde für Korbweiden (Sálix viminális) mit dem Baum-Transpirationstest bestimmt. Der EC₁₀ liegt für t=72 h bei 0,76 mg KCN (0,3 mg CN) je Liter, der EC₅₀ bei 4,47 mg/l KCN. Langfristig sind 5 mg/l KCN t?dlich. Balsampappeln (Pópulus trichocárpa) k?nnen in bis zu 2500 mg/l Ferroferricyanid (Berliner Blau) überleben, wenn auch mit Wachstumsst?rungen. Weiden überlebten in einem Gaswerksboden mit bis zu 452 mg/kg Gesamt-CN. Aus der N?hrl?sung wurde mehr freies CN aufgenommen als aus dem Boden. M?glicherweise wird auch komplexiertes Cyanid in die Bl?tter verlagert. In Erlenmeyern mit Pflanzen wurde freies Cyanid bei sublethaler Dosis rasch aus der N?hrl?sung eliminiert. Die Bepflanzung mit geeigneter Vegetation k?nnte eine L?sung für viele cyanid-kontaminierte Gaswerks- und Minengel?nde sein. OnlineFirst: 09. 01. 2001     

一种HSI空间基于模糊聚类的火灾彩色图像分割算法

针对通用模糊聚类算法进行彩色图像分割存在对初值敏感,迭代过程耗时等问题,在HSI空间结合火焰图像分布特征,采用平均值法进行初值优选,构造抑制算子和抑制因数对火焰无关区域S和I分量进行有效抑制,采用直方图聚类后进行数据融合等方式,最终实现彩色火灾图像分割。实验表明,该算法提高了彩色火灾图像分割的准确性和收敛速度。     

绿化林带对交通噪声的衰减效果

为了研究公路绿化林带的降噪效果,对路侧林带降低实时交通噪声的效果进行定位测量,并将交通噪声人工编辑为不同频率的噪声,在远离交通噪音的林带中进行模拟试验,测定林带对不同频率噪声的衰减效果.结果表明：林带对交通噪声衰减有一定作用,其作用随能见度增大而降低;林带降噪效果随林带宽度增大而增大,可决系数为0.990,但在30m宽度内随林带宽度的增加,噪声的降低速率有所下降;不同林带类型的降噪效果有所不同,所选30m宽林带类型中,国槐纯林的降噪效果最佳可达15.38dB,而杨树、柳树纯林降噪效果较弱,分别为7.25、11.02dB;林带对中低频率噪声的平均衰减作用高于高频率噪声.     

有机磷农药降解菌的紫外诱变育种

有机磷农药降解菌地衣芽孢杆菌（ Ｂａｃｉｌｌｕｓｌｉｃｈｅｎｉｆｏｒｍｉｓ） 经紫外线诱变后,筛选出突变菌株Ｐ１２ ．在θ＝３０℃,溶解氧ρ（Ｏ２） ＝２ ．５ ｍｇ Ｌ－１ 的培养条件下,３ ｄ 内对甲胺磷的降解率为８０ ．１％ ,比出发菌株提高了将近１０％的降解率．农药斜面连续传代１０ 次,降解活力保持稳定．     

辐射技术在水处理中的应用及其发展

介绍了水处理辐射技术的分类、处理机理及其特点;概括了辐射技术在水处理中的应用情况;分析了辐射技术在水处理中的发展趋势。     

Resistance of Villages to Elevated-Road Traffic Noise

The purpose of this study is to evaluate the methods of reducing elevated-road traffic-noise levels in rural residential areas by controlling the relative locations and morphological parameters and to investigate the effect of noise barriers on noise attenuation along elevated roads and building facades in villages. This study selected six morphological parameters and used noise-mapping techniques to estimate the noise attenuation in 60 village sites. The results indicate that ‘quiet areas’ increase by approximately 10% for each additional 100 m increase in the distance between the elevated road and the village. The best strategy for noise reduction is keeping the elevated road 1,000 m away from the village and raising the road height to 20 m. The building façade conditions only affect the traffic noise level attenuation when the buildings are within 100 m of the elevated road. It was found that the cost-effective length of the road noise barrier is 600 m on both sides of the village parallel to the road. The results highlight the importance of using morphology to improve the traffic noise resistance of villages. The landscape shape indices of buildings and roads are the most important parameters that affect the traffic noise attenuation of elevated roads.     

煤矿巷道瓦斯爆炸传播规律及破坏效应分析

井下瓦斯爆炸的影响因素众多,随机性强,分析和研究瓦斯爆炸的传播规律只有通过巷道模拟实验的方法。通过对爆炸过程中爆炸压力、温度、速度等相关参数随时间、空间的变化规律的分析,进一步研究瓦斯爆炸的机理和破坏效应,在煤矿生产过程中采取合适的阻隔防爆技术措施,减少瓦斯爆炸带来的损失。