Assessing impacts of partial mass depletion in DNAPL source zones: II. Coupling source strength functions to plume evolution

Analytical solutions, describing the time-dependent DNAPL source-zone mass and contaminant discharge rate, derived previously in Part I [Falta, R.W., Rao, P.S., Basu, N., this issue. Assessing the impacts of partial mass depletion in DNAPL source zones: I. Analytical modeling of source strength functions and plume response. J. Contam. Hydrol.] are used as a flux-boundary condition in a semi-analytical contaminant transport model. These analytical solutions assume a power relationship between the flow-averaged source concentration, and the source DNAPL mass; the empirical exponent (gamma) is a function of the flow field heterogeneity, DNAPL architecture, and the correlation between them. The DNAPL source strength terms can account for partial source remediation, either at time zero, or at some later time after the DNAPL release. The transport model considers advection, retardation, three-dimensional dispersion, and sequential first-order decay/production of several species. A separate solution is used to compute the time-dependent mass of each contaminant in the plume. A series of examples using different values of gamma shows how the benefits of partial DNAPL source remediation can vary with site conditions. In general, when gamma>1, relatively large short-term reductions in the plume concentrations and mass occur, but the source longevity is not strongly affected. Conversely, when gamma<1, the short-term reductions in the plume concentrations and mass are smaller, but the source longevity can be greatly reduced. In either case, the source remediation effort is much more effective if it is undertaken at an early time, before much contaminant mass has entered the plume. If the remediation effort is significantly delayed, the leading parts of the plume are not affected by the source remediation, and additional control or remediation of the plume itself is required.     

A stochastic-advective transport model for NAPL dissolution and degradation in non-uniform flows in porous media

Remediation schemes for contaminated sites are often evaluated to assess their potential for source zone reduction of mass, or treatment of the contaminant between the source and a control plane (CP) to achieve regulatory limits. In this study, we utilize a stochastic stream tube model to explain the behavior of breakthrough curves (BTCs) across a CP. At the local scale, mass dissolution at the source is combined with an advection model with first-order decay for the dissolved plume. Field-scale averaging is then employed to account for spatial variation in mass within the source zone, and variation in the velocity field. Under the assumption of instantaneous mass transfer from the source to the moving liquid, semi-analytical expressions for the BTC and temporal moments are developed, followed by derivation of expressions for effective velocity, dispersion, and degradation coefficients using the method of moments. It is found that degradation strongly influences the behavior of moments and the effective parameters. While increased heterogeneity in the velocity field results in increased dispersion, degradation causes the center of mass of the plume to shift to earlier times, and reduces the dispersion of the BTC by lowering the concentrations in the tail. Modified definitions of effective parameters are presented for degrading solutes to account for the normalization constant (zeroth moment) that keeps changing with time or distance to the CP. It is shown that anomalous dispersion can result for high degradation rates combined with wide variation in velocity fluctuations. Implications of model results on estimating cleanup times and fulfillment of regulatory limits are discussed. Relating mass removal at the source to flux reductions past a control plane is confounded by many factors. Increased heterogeneity in velocity fields causes mass fluxes past a control plane to persist, however, aggressive remediation between the source and CP can reduce these fluxes.     

应用重组孕激素基因酵母测定饮用水中内分泌干扰物的方法

研究了用重组孕激素受体基因酵母测定饮用水中内分泌干扰物的方法,并利用该种方法检测了南方某水厂不同处理工艺过程水样对孕激素受体活性的抑制水平.结果表明,重组孕激素受体基因酵母能够与孕激素专一性的结合,诱导产生明显的剂量-效应关系,EC₅₀值为0.5 nmol/L,具有较高灵敏度;环境内分泌干扰物五氯酚和壬基酚具有孕激素受体抑制活性,其IC₅₀值分别为2.4μmol/L和3.7μmol/L;重组孕激素受体基因/报道基因的酵母技术是一种筛选和定量分析具有孕激素受体抑制活性的内分泌干扰物的快速、有效方法.结合固相萃取的前处理技术,重组孕激素受体基因酵母对水厂不同处理工艺水样检测出明显的孕激素受体抑制活性,抑制率均大于58%,表明重组孕激素受体基因酵母检测技术能够快速监测和鉴别水样中具有抑制孕激素受体活性的物质.     

南方典型水源地及水产养殖区抗生素的复合污染特征及生态风险

抗生素作为生长促进剂和疾病预防控制药物在水产养殖领域得到广泛应用,目前在许多环境水体中检测到不同类型的抗生素。环境中抗生素的残留问题也是目前环境研究的热点问题之一。本研究选择南方某市8个水源地和5个典型水产养殖区作为研究对象,采用固相萃取、高效液相色谱串联三重四级杆质谱联用仪方法,调查了32种常用抗生素在水体中的含量水平和空间分布特征,揭示了抗生素的来源,并对其生态风险进行了评价。水源地共检出12种抗生素,浓度范围为0.12～44.6 ng·L~(-1),以磺胺甲噁唑含量最高;水产养殖区检出14种抗生素,浓度范围为0.95～716 ng·L~(-1),以氯四环素检出浓度最高。整体上水产养殖区抗生素的浓度高于水源地。抗生素浓度与环境因子的冗余分析表明,水产养殖和生活污水排放是水体中抗生素的主要来源。对检出的13种抗生素进行生态风险评价,单一抗生素而言,环丙沙星、氧氟沙星、磺胺嘧啶、氯四环素和脱水红霉素的风险商值大于0.01而小于0.1,表现为低风险。总抗生素风险商值加和在大部分水源地大于0.01而小于0.1,表现为低风险;总抗生素风险商值加和在2个水产养殖区大于0.1,表现为中等风险,水产养殖区抗生素的长期生态风险应该引起关注。     

基于高通量分析方法的长江干流重庆段抗生素种类特征及来源初探

采用高通量分析方法对长江干流重庆段11个流域断面、2个市政污水处理厂进水和6个养殖场废水的潜在抗生素进行筛查,并结合抗生素使用调查探讨其来源。结果表明,(1)共检出83种抗生素,其中流域内检出36种,污水处理厂和养殖场废水中检出70种;磺胺间甲氧嘧啶检出率最高,在流域水体和废水的检出率分别为91%和55%,喹诺酮类是检出抗生素的主要类型;(2)长江干流重庆段下游检出抗生素数量高于上游检出抗生素;(3)有20种抗生素可能由上游携带和重庆市内排放2种方式进入流域,7种抗生素可能由上游携带入境,9种抗生素可能由重庆市内排放引入长江。     

Selective removal of common cyanotoxins: a review

Environmental Science and Pollution Research - The development of cyanobacterial blooms can have adverse effects on water bodies and may produce cyanotoxins. Several physical and chemical methods...     

基于CFD-DEM的旋风除尘器内气固流动特性研究

为了研究旋风除尘器内气固流动特性,采用CFD-DEM耦合算法研究不同入口气体速度下旋风除尘器内颗粒流态、静压、径向速度及轴向速度分布特征。结果表明:煤屑颗粒在离心力和径向曳力的作用下以螺旋颗粒条带靠近除尘器的壁面稳定向下移动,随着入口风速的增加煤屑颗粒条带变宽,条带与除尘器的第1次接触的拐点上移,螺距减小;除尘器内部压力轴向变化较小,径向变化较大,随着入口气体速度增加,除尘器壁面附近高压区范围和压力也随之增加,除尘器上方和下方的负压区变宽并朝轴向方向延伸;随入口气体速度增加,除尘器内径向速度和轴向速度逐渐增加,煤屑颗粒在除尘器中部聚集较多,煤屑停留时间变长,入口气体速度为15 m/s时,煤屑颗粒在除尘器内停留时间最长。