黑藻根际对沉积物中氨氧化细菌和古菌的影响

氨氧化反应对水生态系统氮循环和氮的去除有重要作用,沉水植物通过根系泌氧促进沉积物中硝化反应并对氨氧化细菌和古菌的分布产生影响。本研究以轮叶黑藻为实验对象,利用微电极研究沉积物-水界面的溶解氧变化,研究了黑藻根系对沉积物中氨氧化细菌和古菌数量的影响。结果表明,黑藻通过根系泌氧增加沉积物-水界面的溶解氧量和表层沉积物有氧层厚度,有氧层厚度增加了3 mm以上;种植黑藻后,根际沉积物中氨氧化细菌数量逐渐增加,氨氧化古菌数量前30天增加随后减少,氨氧化细菌与氨氧化古菌amoA基因拷贝数的比值由0.51增加到6.75,说明黑藻根际沉积物更适宜氨氧化细菌的生存。     

Measuring the flux at the interface of coal-tar impacted sediment and river water near a former MGP site

Determining water movement through contaminated sediment is critical for characterizing transport of chemicals from the sediment to the overlying water. Field studies to characterize the water flow across the sediment-water interface within a river adjacent to a former manufactured gas plant site were conducted. For this purpose, a new design of an interfacial flow meter was developed and tested. The in situ components of the system consisted of: a cylinder with an interfacial area of 2342 cm2; a dome attached to the cylinder; and a flow tube that allows water to flow from inside the dome to the river at the rate equal to the specific discharge across the sediment-water boundary. A 'heat-pulse' method was used to measure flow by heating the center of the flow tube for a brief time period and measuring the temperature profile within the tube over time. The system was calibrated to measure volumetric flux in the range 1.5-4.0 cm d(-1), however using a flow-addition method, the measurement of lower velocities also was accomplished, and calibration at higher fluxes is possible. From the groundwater flow at the interface of the coal-tar impacted sediment and information on the sediment pore water concentrations of several PAHs (poly-cyclic aromatic hydrocarbons), the mass flux of these PAHs to the river were estimated. Information on PAH mass flux at the sediment-water interface is useful for site assessment, including the evaluation of remediation alternatives and longer term site characterization.     

Diffusion of PAH and PCB from contaminated sediments with and without mineral capping; measurement and modelling

A novel laboratory microcosm test was developed to measure the diffusion of native PAHs and PCBs from sediments in the presence and absence of a capping layer. Diffusive flux of 15 PAHs and 7 PCBs from uncapped sediment from Oslo harbour was 3.8+/-0.9 microg m(-2)d(-1) and 0.010+/-0.003 microg m(-2)d(-1), respectively. The flux from sediments capped with 1cm mineral cap (crushed limestone or crushed gneiss (0-2mm)), observed during the first 410 d, was 3.5-7.3% of the flux from uncapped sediments. By measuring freely dissolved pore water concentrations of 10 PAHs the flux in the microcosm was modelled with steady state and transient diffusion models. The measured flux from uncapped sediment was 27-290% of modelled steady state flux. Good agreement was also found between the measured flux of pyrene from capped sediment and the flux modelled with the transient model when fitting only with the distribution coefficients for pyrene between the cap material and water (Kd_pyr). Fitted Kd_pyr, (210 and 23 l kg(-1) for limestone and gneiss, respectively) was in the same order of magnitude as K(d) calculated from organic carbon content in the cap materials (68 and 14 l kg(-1) respectively). Calculation of the efficiency of a hypothetical cap with 10 cm diffusion path shows that the increased diffusion path length alone can yield a flux reduction >99% through a strong increase in the stagnant diffusive boundary layer from <1 to 100mm.     

Mass transfer from water droplets under simulated free-fall conditions

An experimental study was conducted to measure the rates of mass transfer from droplets of water under simulated free-fall conditions. These droplets were captured on a wire and air that was conditioned at various temperatures and relative humidities was passed by the pendant droplet in a closed loop wind tunnel facility. Droplets having nominal diameters of 100, 250, and 400 μm generated using a vibrating reed aerosol generator were sized at each time step and the wind tunnel velocity adjusted to the corresponding terminal settling velocity. The droplet diameter was determined using a specially designed, long focal length microscope, with the droplet image projected on to a solid state camera with data acquired and reduced using an on-line microcomputer.The data were used to obtain an equation of the Sherwood number (Sh) as a function of the Reynolds (Re) and Schmidt (Sc) numbers. The resulting correlation equation, $\text{Sh = 1.755 + 0.535 (Re}{}^{\mathrm{<mtext>1</mtext><mtext>2</mtext>}}\text{Sc}{}^{\mathrm{<mtext>1</mtext><mtext>3</mtext>}}\text{)}$ agreed well with data from previous studies, and it is noted that the intercept value is less than that predicted by theory.     

A laboratory study of sediment and contaminant release during gas ebullition

Significant quantities of gas are generated from labile organic matter in contaminated sediments. The implications for the gas generation and subsequent release of contaminants from sediments are unknown but may include enhanced direct transport such as pore water advection and diffusion. The behavior of gas in sediments and the resulting migration of a polyaromatic hydrocarbon, viz phenanthrene, were investigated in an experimental system with methane injection at the base of a sediment column. Hexane above the overlying water layer was used to trap any phenanthrene migrating out of the sediment layer. The rate of suspension of solid particulate matter from the sediment bed into the overlying water layer was also monitored. The experiments indicated that significant amounts of both solid particulate matter and contaminant can be released from a sediment bed by gas movement with the amount of release related to the volume of gas released. The effective mass transfer coefficient of gas bubble-facilitated contaminant release was estimated under field conditions, being around three orders of magnitude smaller than that of bioturbation. A thin sand-capping layer (2 cm) was found to dramatically reduce the amount of contaminant or particles released with the gas because it could prevent or at least reduce sediment suspension. Based on the experimental observations, gas bubble-facilitated contaminant transport pathways for both uncapped and capped systems were proposed. Sediment cores were sliced to obtain phenanthrene concentration. X-ray computed tomography (CT) was used to investigate the void space distribution in the sediment penetrated by gas bubbles. The results showed that gas bubble migration could redistribute the sediment void spaces and may facilitate pore water circulation in the sediment.     

Assessment of the environmental fate of linear alkylbenzenesulphonates

Fugacity models, as developed previously, are applied to the chemical linear alkylbenzenesulphonate (LAS) to predict its ultimate fate in the environment. The behaviour of LAS is illustrated using unit worlds or evaluative environments at three successive levels of complexity (Levels I, II, and III). LAS is shown to have a short environmental life of two days attributable to rapid biodegradation in water. Reported concentration data for LAS in Rapid Creek, South Dakota, downstream from a municipal sewage treatment plant, are compared to expected concentrations as generated by the QWASI (Quantitative Water Air Sediment Interaction) fugacity model; the model being based solely on the physical, chemical, reactivity and transport properties of LAS and the emission rate of the chemical into the river. The data are found to fit the model when a sediment-water mass transfer coefficient of 7.80 × 10⁻³ m/h and an effective sediment bed depth of 3 mm are used. The generally satisfying agreement between environmental observations and the QWASI fugacity models lends credibility to the use of evaluative models.     

Polychlorinated biphenyl contamination trends in Lake Hartwell, South Carolina (USA): sediment recovery profiles spanning two decades

To assess the ca. 20-year polychlorinated biphenyl (PCB) contamination trends in Lake Hartwell, SC, sediment cores from the Twelve Mile Creek arm were collected in July 2004 at two sites (G30 and G33) first sampled in the mid-1980s. Congener-specific PCB data as a function of depth from the sediment-water interface for the 2004 sediment samples were compared to data obtained from 1987 and 1998 samples taken from the same locations. Despite modest decreases in total PCB levels near the G30 sediment-water interface, historical increases in average degrees of chlorination may elevate the overall toxic risk at this site. Unlike G30, the more rapid recovery in the near-surface sediment of G33 suggests that the effectiveness of the U.S. EPA natural attenuation record of decision is site-specific and is unlikely to result in uniform surface sediment recovery throughout the most contaminated regions of Lake Hartwell.     

水库沉积物-水界面可溶性锰与环境因素的相关性

水库和湖泊的锰污染是重要的环境问题之一,研究水库沉积物-水界面可溶性锰的迁移-转化规律及其环境因素的影响,具有重要的科学意义和应用价值。以青岛市王圈水库为例,通过室内模拟实验,系统研究水库沉积物-水界面可溶性锰（包括二价锰和三价锰）、pH、Eh、溶解氧（DO）、溶解性有机碳（DOC）的动态变化规律,并定量分析可溶性锰（Mndiss）与环境因素的相关性。研究表明,浓度梯度是上覆水各层Mndiss和Mn（III）迁移扩散的主要驱动力,上覆水和间隙水之间Mndiss和Mn（III）存在明显的浓度差;水库底部处于还原环境时,沉积物中Mn氧化物发生还原反应,从而使Mndiss和Mn（III）释放出来;间隙水中Mndiss和Mn（III）均与pH、Eh和DOC呈现显著性相关,Mndiss与三者的相关系数分别为-0.861、-0.882和-0.934,而Mn（III）与三者的相关系数分别为-0.836、-0.671和-0.851。     

Toxicity of water and sediment from stormwater retarding basins to Hydra hexactinella

Hydra hexactinella was used to assess the toxicity of stormwater and sediment samples from three retarding basins in Melbourne, Australia, using an acute test, a sublethal test, and a pulse test. Stormwater from the Avoca St retarding basins resulted in a LC50 of 613 ml/L, NOEC and LOEC values of 50 ml/L and 100 ml/L, while the 7 h pulse exposure caused a significant increase in the mean population growth rate compared to the control. Water samples from the two other retarding basins were found non-toxic to H. hexactinella. This is the first study to employ sediment tests with Hydra spp. on stormwater sediments and a lower population growth rate was observed for organisms exposed to sediment from the Avoca St retarding basins. The behavioral study showed that H. hexactinella tended to avoid the sediment-water interface when exposed to sediment from all retarding basins, compared to the reference sediment. Further work is needed to determine the long-term effects of stormwater polluted sediments and acute effects due to organism exposure to short-term high concentrations during rain events.     

Boundary layer photochemistry simulated with a two-stream convection scheme

We explore the sensitivity of the simulation of photochemical smog to the turbulent mixing scheme, using two diffusion schemes and an original two-stream model (TSM) scheme, assuming in the column an updraft and a downdraft. In this latter scheme both updraft and downdraft concentrations are prognostic variables, unlike in previously proposed schemes. The comparisons are made using a one-dimensional column model, in a Eulerian or a Lagrangian mode. The diffusion schemes produce tilted concentration profiles for primary species, with higher concentrations near the surface and lower values at the top of the boundary layer, while TSM profiles yield more homogeneous concentrations in the planetary boundary layer (PBL). Ozone concentrations are also more homogeneous in the TSM PBL than in the diffusive PBL. Only deposition makes ozone concentrations slightly lower near the surface, while in diffusive case ozone is lower also due to titration by higher nitrogen oxide concentrations. The overall differences between the schemes remain small for ozone.Also, the development time and amplitude of an ozone city plume is not very sensitive to the choice of the mixing scheme. In the urban framework ozone build-up is slightly delayed by higher nitrogen oxide concentrations near the surface in the diffusive cases, but the plume development is similar to that of the TSM once the plume travels away from the emission area. Results also show that the sensitivity of ozone to nitrogen oxide and non-methane volatile organic compounds is itself not very sensitive to the mixing scheme.     

Effects of black carbon on bioturbation-induced benthic fluxes of polychlorinated biphenyls

It is unknown whether carbonaceous geosorbents, such as black carbon (BC) affect bioturbation by benthic invertebrates, thereby possibly affecting sediment-water exchange of sediment-bound contaminants. Here, we assess the effects of oil soot on polychlorinated biphenyl (PCB) mass transfer from sediment to overlying water, for sediments with and without tubificid oligochaeta as bioturbators. PCB levels were so low that toxicity to the oligochaeta played no role, whereas soot levels and binding affinity of PCBs to soot were so low that pore water PCB concentrations were not significantly affected by binding of PCBs to soot. This setup left direct effects of BC on bioturbation activity as the only explanation for any observed effects on mass transfer. Mass transfer coefficients (K_L) for benthic boundary layer transport were measured by a novel flux method using Empore™ disks as a sink for PCBs in the overlying water. For the PCBs studied (logK_ow 5.2-8.2), K_L values ranged from 0.2 to 2 cm × d⁻¹ in systems without tubificids. Systems with tubificids showed K_L values that were a factor of 10-25 higher. However, in the presence of oil soot, tubificids did not cause an increase in mass transfer coefficients. This suggests that at BC levels as encountered under field conditions, the mechanism for reduction of sediment-water transfer of contaminants may be twofold: (a) reduced mass transfer due to strong binding of the contaminants to BC, and (b) reduced mass transfer of contaminants due to a decrease in bioturbation activity.     

A semi-Lagrangian formulation for diffusion from ground-level sources in the neutral boundary layer

Diffusion from ground-level sources in the neutral boundary layer is described using a semi-Lagrangian formulation. The eddy diffusivity is assumed to depend on the standard deviation of the concentration profile at each streamwise location. The approach leads to simple analytical expressions for the variation of concentration in terms of flow parameters as the roughness height and the friction velocity, which are in good agreement with experimental results without requiring the use of a turbulent Schmidt number smaller than unity.     

Development of a Dynamic Aquatic Model (DynA Model): Estimating Temporal Emissions of DDT to Lake Maggiore (N. Italy)

- DOI: http://dx.doi.org/10.1065/espr2006.01.009 Background, Aims and Scope Most existing models used to describe the fate of chemicals in surface water and sediment generally consider a 'static scenario', in which a contaminant is discharged at a constant rate and environmental input parameters do not change during the simulation time. This approach is not suitable in environmental scenarios characterized by daily or periodic changes of several input parameters. The aim of this study is to estimate approximate emissions of DDT lo Lake Maggiore using a new surface water model, (DynA Model) that describes the fate of a chemical in a dynamic scenario. Methods The model is developed on the grounds of an existing and validated model (QWASI). A numerical solution was adopted to build the fully dynamic version of the model. Results and Discussion The model was applied to Lake Maggiore emitting DDT at a constant rate until steady-state was reached. Emissions were stopped and later sporadic 'pulse' emissions were added. This was done to calculate the amount of DDT needed to simulate concentrations close to those measured in water and sediments. This allowed the evaluation of the order of magnitude of emissions. An uncertainty analysis for sediment resuspension was also performed, given the lack of measured resuspension rates. Conclusion The model showed the time response of the Lake Maggiore system to varying emission scenarios and provided what are regarded as reasonable estimates of DDT emissions. The model demonstrated the importance of sediment-water exchange. Recommendation and Outlook In order to better calculate DDT concentrations the model should be run with different discharge scenarios to clarify the time trends of concentrations, possibly with the use of different sets of measured data (such as biota and sediment deposition/resuspension rates).     

Particle-size-fractioned transfer of dioxins from sediments to water columns by resuspension process

Particle-size-fractioned transfer of dioxins from sediments to water columns by resuspension process was investigated, using supernatant samples obtained from shaking experiments of sediment-water pairs simulating natural disturbances. The concentrations (dry-matter mass basis) of individual compounds (Cfraction) in two particle size fractions (0.1-1 and 1-10 μm) in the supernatants were generally slightly higher than those in the original sediment (Csed). Cfraction/Csed ratios ranged from 0.45 to 5.9 (median 1.5) without consistent differences among congener groups or consistent correlations against the number of chlorine atoms. The dioxin concentrations in the water column associated with the remaining sediment particles can therefore be estimated by those in the original sediment and by the concentration of suspended sediment particles in the water. The concentration of each compound in the remaining sediment particles (mostly 0.1-10 μm in size) can be roughly estimated by multiplying the concentration in the original sediment by 1.5.     

A three-layer diffusion-cell to examine bio-enhanced dissolution of chloroethene dense non-aqueous phase liquid

Microbial reductive dechlorination of trichloroethene (TCE) and perchloroethene (PCE) in the vicinity of their dense non-aqueous phase liquid (DNAPL) has been shown to accelerate DNAPL dissolution. A three-layer diffusion-cell was developed to quantify this bio-enhanced dissolution and to measure the conditions near the DNAPL interface. The 12 cm long diffusion-cell setup consists of a 5.5 cm central porous layer (sand), a lower 3.5 cm DNAPL layer and a top 3 cm water layer. The water layer is frequently refreshed to remove chloroethenes at the upper boundary of the porous layer, while the DNAPL layer maintains the saturated chloroethene concentration at the lower boundary. Two abiotic and two biotic diffusion-cells with TCE DNAPL were tested. In the abiotic diffusion-cells, a linear steady state TCE concentration profile between the DNAPL and the water layer developed beyond 21 d. In the biotic diffusion-cells, TCE was completely converted into cis-dichloroethene (cis-DCE) at 2.5 cm distance of the DNAPL. Dechlorination was likely inhibited up to a distance of 1.5 cm from the DNAPL, as in this part the TCE concentration exceeded the culture’s maximum tolerable concentration (2.5 mM). The DNAPL dissolution fluxes were calculated from the TCE concentration gradient, measured at the interface of the DNAPL layer and the porous layer. Biotic fluxes were a factor 2.4 (standard deviation 0.2) larger than abiotic dissolution fluxes. This diffusion-cell setup can be used to study the factors affecting the bio-enhanced dissolution of DNAPL and to assess bioaugmentation, pH buffer addition and donor delivery strategies for source zones.     

Numerical simulations of air pollutant dispersion in a stratified planetary boundary layer

A numerical model is described for computing pollutant concentration distributions downwind from a source. It is based on the three-dimensional dispersion equation governing the time-dependent advective and diffusive transport of air pollutants and is solved numerically by a mixed Lagrangian-Eulerian finite-difference scheme. The model includes the vertical wind shear, the turning of the actual wind, and vertical variations of the vertical eddy diffusivity. In this paper the model is used to simulate the pollutant dispersion process in a stratified planetary boundary layer. The vertical profiles of horizontal mean wind and vertical eddy diffusivities are calculated numerically from a planetary boundary layer model. The influence of the ground roughness and the atmospheric stability on the pollutant distribution is investigated. The results indicate that both parameters essentially determine the air pollutant dispersion process.     

Influence of suspended sediment on the biodegradation of chlorinated dibenzo-p-dioxins

Little is known of how the uptake and degradation of highly hydrophobic compounds, such as polychlorinated dibenzo-p-dioxins (PCDDs), by microorganisms is influenced by sorption of these compounds to sediment. In this study aqueous solutions of a mixture of 2-chloro-, 1,3-dichloro-, 2,8-dichloro- and 1,2,4-trichlorodibenzo-p-dioxins were first incubated for 24 days with 100 mg/l suspended sediment. Subsequently, the degradation of the PCDDs in these sediment suspensions by Alcaligenes sp. strain JB1 was compared to that in solutions which did not contain sediment. The amounts of all four compounds degraded in the sediment suspensions after 168 h were greater than those initially present in the dissolved phase, based on their calculated sediment-water partition coefficients. The sorbed fractions were therefore sufficiently readily desorbed to be partly degraded. However, the biodegradation rates were lower in the sediment suspensions than in the solutions.     

Motion of particles in bends of circular pipes

The trajectories of particles moving in curved tubes are calculated using a fully developed laminar flow. The flow field, consisting of a core region and a boundary layer, was proposed and experimentally tested by Mori and Nakayama (1965) for values of the flow Reynolds number up to 4000. The calculated trajectories are used to predict the distribution of inertia-less particles at a cross-section 9.375 dia downstream of a 90° bend. In addition, the fractions of entering particles deposited by inertial impaction and interception in a 90° bend are computed. The results show that the flow Reynolds number has significant effects on particle deposition in bends. The theoretical predictions for the distribution of particles downstream of a bend and the efficiency of deposition are in good agreement with experimental results reported in the literature.     

水源水库沉积物间隙水营养盐分布特征及扩散通量

为了阐明水源水库沉积物营养盐释放对水体富营养化的贡献,以周村水库为研究对象,探讨沉积物间隙水中氮、磷营养盐的分布特征,同时采用Fick第一定律对沉积物-水界面营养盐的扩散通量进行了估算。周村水库表层沉积物间隙水中NH4+-N的浓度为6.47 to 16.82 mg·L-1,PO43--P的浓度在0.13 to 0.56 mg·L-1之间,均远高于上覆水中的营养盐浓度,表明周村水库表层沉积物具有很大的营养盐释放潜能。Fick第一定律的计算结果表明,沉积物-水界面NH4+-N与PO43--P的扩散通量分别为62.831 to 133.231和0.364 to 1.271 mg·（m2·d）-1,研究区域中间隙水中的营养盐均由沉积物向上覆水扩散,沉积物是底层水体营养盐的重要来源。     

Bottom sediment as a source of organic contaminants in Lake Mead, Nevada, USA

Treated wastewater effluent from Las Vegas, Nevada and surrounding communities’ flow through Las Vegas Wash (LVW) into the Lake Mead National Recreational Area at Las Vegas Bay (LVB). Lake sediment is a likely sink for many hydrophobic synthetic organic compounds (SOCs); however, partitioning between the sediment and the overlying water could result in the sediment acting as a secondary contaminant source. Locating the chemical plumes may be important to understanding possible chemical stressors to aquatic organisms. Passive sampling devices (SPMDs and POCIS) were suspended in LVB at depths of 3.0, 4.7, and 6.7 (lake bottom) meters in June of 2008 to determine the vertical distribution of SOCs in the water column. A custom sediment probe was used to also bury the samplers in the sediment at depths of 0-10, 10-20, and 20-30 cm. The greatest number of detections in samplers buried in the sediment was at the 0-10 cm depth. Concentrations of many hydrophobic SOCs were twice as high at the sediment-water interface than in the mid and upper water column. Many SOCs related to wastewater effluents, including fragrances, insect repellants, sun block agents, and phosphate flame retardants, were found at highest concentrations in the middle and upper water column. There was evidence to suggest that the water infiltrated into the sediment had a different chemical composition than the rest of the water column and could be a potential risk exposure to bottom-dwelling aquatic organisms.