铬污染土壤超低频复电阻率频散特性

在超低频段(2-5~26Hz)内,研究了铬污染土壤复电阻率在不同含水率、铬含量和孔隙率下的幅值及相位频散特性. 结果显示,铬污染土壤复电阻率的幅值随频率的增大呈单调递减趋势,但相位随频率的变化曲线呈平放的S形. 含水率、铬含量和孔隙率的变化均会引起土壤复电阻率的幅值和相位大小的改变,而相位峰值的位置只对含水率及孔隙率的变化较为敏感,与铬含量变化的关系不大. 含水率从0.08增至0.24时可导致相位峰值的位置产生约8Hz的右移;而当w(Cr6+)从0.5g/kg增至4.0g/kg时,相位峰值的位置基本不发生变化. 表明铬含量和含水率的增大均会引起电阻率减小的异常现象,若单纯地使用电阻率很难区分引起这2种异常现象的原因,但结合土壤复电阻率频散特性特别是相位峰值的位置可以进行有效判别,进而可判定铬污染场地的铬含量分布.      

Prices vs quantities with multiple pollutants

We examine the choice of policy instruments (price, quantity or a mix of the two) when two pollutants are regulated and firms' abatement costs are private information. Whether abatement efforts are complements or substitutes is key determining the choice of policies. When pollutants are complements, a mixed policy instrument with a tax on one pollutant and a quota on another is sometimes preferable even if the pollutants are identical in terms of benefits and costs of abatement. Yet, if they are substitutes, the mixed policy is dominated by taxes or quotas.     

An evidence of salinity impact on the bioaccumulation of heavy metals in fishes collected from the Messolonghi lagoon in Greece

The impact of salinity and water exchange rate on the accumulation of heavy metals in the benthic fish Zosterissesor ophiocephalus, collected from the shallow sublagoons Tholi and Paleopotamos, was studied. Both sublagoons are influenced by the intensive agricultural activity of the surrounding area in terms of the chemical substances’ drainage, and by the untreated sewage discharges of an urbanized area with Paleopotamos being affected in lesser extent. Paleopotamos is characterised by restricted water renovation, resulting to much higher salinity than Tholi. The bioaccumulation of the heavy metals studied (Manganese, Zinc and Copper), reveals differences among the metals with females showing higher values. Specimens from Paleopotamos showed statistically significant higher bioaccumulation of the heavy metals in both sexes, which is attributed to the extremely high salinity of this sublagoon.     

超大跨度渡槽脉动风频率特性分析

贵州龙场渡槽是我国目前最大的拱跨渡槽,其脉动风频率特性分析对设计工作具有极其重要的指导作用。计算了龙场渡槽在有水、无水工况下的前20阶自振频率,分析了相应的振型;采用极值Ⅰ型概率分布函数,计算得到龙场渡槽所在地的50年一遇最大设计风速为17.6m/s;针对1986～2010年间的3次强风风速和50年一遇最大设计风速,计算了龙场渡槽所在地典型高程处的脉动风功率谱密度。研究表明:在同一高度,随着年平均最大风速的增加,功率谱密度最大值逐渐增大,其对应的频率也在增大;对于同一风速,随着高度的增加,功率谱密度的最大值逐渐增大,其对应的频率也在增大。通过比较龙场渡槽自振频率与脉动风功率谱密度显著值所对应的频率,认为龙场渡槽在上述风速下不会发生共振现象。     

基于频次分析法的污水处理厂在线监测预警技术研究

针对目前我国污染源监控数据缺乏深层次利用,监测数据对污染源不能有效预警的状况,以S市某污水处理厂为例,在全面分析2010年出水COD在线监测数据的变化规律的基础上,建立基于频次分析法的预警阈值确定方法,确定了污水处理厂排放不同警情的阈值范围.结果显示,污水处理厂全年出水浓度集中在40~60mg/L,16:00,20:00以及22:00排水COD较高,超标率大,应加强监控.污水厂正常、一般、不正常以及极不正常状态阈值范围分别可设为小于30%频次、20%频次、10%频次以及超过10%频次对应的浓度范围.对污水厂全年监测数据进行警情状态验证,结果显示全年正常、一般、不正常以及极不正常状态出现的比例分别为70.4%、9.9%、9.8%以及9.9%.     

WCDMA基站电磁辐射对周围环境的影响分析

随着移动通讯技术的发展,人们在享受移动通信技术带来的便捷服务同时,也在担忧通信基站产生的电磁辐射对人体健康的影响。采用选频监测仪器,对WCDMA基站在正常工作状态和最大发射功率状态下天线轴向不同距离上的功率密度进行监测,并通过理论计算进行验证,分析WCDMA基站对周围环境的影响。     

广州地区紫外辐射特征和模式对比分析

根据中国气象局广州热带海洋气象研究所的紫外观测数据,研究了广州的紫外辐射季节变化,结果表明,2005年和2006年广州各月份紫外辐射强度的极值的最大值都出现在7月,2006年的达到了55.48W/㎡,极值的最小值也都出现在1月,2005年最小只有23.17W/㎡.利用NCAR(美国大气研究中心)的TUV模式,模拟研究了2005年11月16~29日一次从清洁到灰霾过程的典型个例,模拟的结果与实际观测基本一致,模式研究表明,在污染较轻时,TUV模式能够很好的模拟晴天紫外辐射的日变化,模式与实测之间有约7%~15%的误差. 随着污染的加剧,模式的偏差也变大.气溶胶对紫外辐射的影响相当大,在气溶胶污染严重时可使紫外辐射降低40%,气溶胶对紫外辐射的短波谱也有较大的影响,随着污染的加重,对紫外辐射的短波衰减会加强.     

一种利用AIS数据计算受限水域内航标安全距离的方法

AIS数据详细记录了特定水域的船舶位置、船首向和尺寸等数据,可用于计算受限水域内航标安全距离。按一定标准网格化目标航标附近水域,统计周围航行的他船船体出现在每一个网格中的频数,形成他船航迹的网格频数图。按长度尺寸分类,将同类他船航迹网格频数图叠加,形成特定类型船舶的航迹网格频数图。按频数大小填充颜色,可清晰地显示航标附近他船安全通行状态下与航标保持的距离。实验选取上海港航标附近水域海量AIS数据,获取了60~79m,80~99m,100~129m,130~159m船舶航迹形成的网格频数图,结果显示,四类船舶距航标的安全距离随着他船长度的增大而增加,分别为50m,70m,110m,150m。     

Energy reduction of a submerged membrane bioreactor using a polytetrafluoroethylene (PTFE) hollow-fiber membrane

The fiber length and packing density of the PTFE membrane element were increased. The MBR was stably operated under an SAD^m of 0.13 m³·m^-2·hr^-1. Specific energy consumption was estimated to be less than 0.4 kWh·m^-3. In this study, we modified a polytetrafluoroethylene (PTFE) hollow-fiber membrane element used for submerged membrane bioreactors (MBRs) to reduce the energy consumption during MBR processes. The high mechanical strength of the PTFE membrane made it possible to increase the effective length of the membrane fiber from 2 to 3 m. In addition, the packing density was increased by 20% by optimizing the membrane element configuration. These modifications improve the efficiency of membrane cleaning associated with aeration. The target of specific energy consumption was less than 0.4 kWh·m^-3 in this study. The continuous operation of a pilot MBR treating real municipal wastewater revealed that the MBR utilizing the modified membrane element can be stably operated under a specific air demand per membrane surface area (SAD_m) of 0.13 m³·m^-2·hr^-1 when the daily-averaged membrane fluxes for the constant flow rate and flow rate fluctuating modes of operation were set to 0.6 and 0.5 m³·m^-2·d^-1, respectively. The specific energy consumption under these operating conditions was estimated to be less than 0.37 kWh·m^-3. These results strongly suggest that operating an MBR equipped with the modified membrane element with a specific energy consumption of less than 0.4 kWh·m^-3 is highly possible.     

Inverse uncertainty characteristics of pollution source identification for river chemical spill incidents by stochastic analysis

Identifying source information after river chemical spill occurrences is critical for emergency responses. However, the inverse uncertainty characteristics of this kind of pollution source inversion problem have not yet been clearly elucidated. To fill this gap, stochastic analysis approaches, including a regional sensitivity analysis method, identifiability plot and perturbation methods, were employed to conduct an empirical investigation on generic inverse uncertainty characteristics under a well-accepted uncertainty analysis framework. Case studies based on field tracer experiments and synthetic numerical tracer experiments revealed several new rules. For example, the release load can be most easily inverted, and the source location is responsible for the largest uncertainty among the source parameters. The diffusion and convection processes are more sensitive than the dilution and pollutant attenuation processes to the optimization of objective functions in terms of structural uncertainty. The differences among the different objective functions are smaller for instantaneous release than for continuous release cases. Small monitoring errors affect the inversion results only slightly, which can be ignored in practice. Interestingly, the estimated values of the release location and time negatively deviate from the real values, and the extent is positively correlated with the relative size of the mixing zone to the objective river reach. These new findings improve decision making in emergency responses to sudden water pollution and guide the monitoring network design.

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