含氧非烃在土壤剖面上迁移行为的土柱淋滤模拟研究

为了揭示土壤剖面中含氧非烃污染物的迁移特征,以及TOC和淋滤水量等因素对迁移作用的影响,选择了部分典型的含氧非烃开展了纵向迁移的土柱淋滤实验,对原土及添加污染物的土柱淋滤实验后样品中含氧非烃的含量及组成进行了对比分析.结果表明,土柱淋滤实验后,土柱表层添加的含氧非烃主要残留在土柱表层0~5 cm范围内,但相比所添加的化合物的量均有不同程度的降低,土柱深部(>10 cm)土壤中含氧非烃含量仍然很低,甚至低于原土中的,在TOC较高的土柱中,这种现象尤为突出.说明土柱淋滤实验过程中,不同剖面含氧非烃均存在向下迁移的现象,且以水溶方式迁移为主.不同含氧非烃单体含量均有随深度增加而降低的趋势,表明其在土壤剖面淋滤过程中均具有一定的迁移性,但不同性质的含氧非烃单体在表层土中残留量及组成差别较大,说明不同化合物迁移能力存在差别,其中,胆甾醇、β-谷甾醇、正构十六烷酸和邻苯二甲酸二丁酯迁移性较强.土壤TOC和淋滤水量对含氧非烃在土壤剖面的迁移作用都有不同程度的影响,淋滤水量相同时,TOC含量越高,土壤中有机质越丰富,越容易富集含氧非烃;TOC相同时,淋滤水量越大,含氧非烃迁移量越大,迁移的深度越大,尤其在TOC含量较低时更明显.     

无锡市大气中类二噁英多氯联苯污染水平

为了了解无锡市大气中类二噁英多氯联苯(Dioxin-like PCBs,DL-PCBs)水平,利用大流量空气采样器在无锡市分别采集了6个气相和6个颗粒相大气样品,气相色谱-质谱(GC-NCI-MS)测定样品中12种类二噁英多氯联苯。结果显示,大气样品中∑_(12)DL-PCBs的总浓度(气相+颗粒相)为1157～2 747 fg/m³,平均浓度为1759 fg/m3,平均浓度为1759 fg/m³。其中,气相的浓度为11 124～2 721 fg/m3。其中,气相的浓度为11 124～2 721 fg/m³,平均值为1 701fg/m3,平均值为1 701fg/m³;颗粒相的浓度为26～143 fg/m3;颗粒相的浓度为26～143 fg/m³,平均值为58fg/m3,平均值为58fg/m³。气相中∑_(12)DL-PCB含量占总量的97%,而颗粒相仅占3%。DL-PCBs的总毒性当量(气相+颗粒相)为2.16～4.47fg TEQ/m3。气相中∑_(12)DL-PCB含量占总量的97%,而颗粒相仅占3%。DL-PCBs的总毒性当量(气相+颗粒相)为2.16～4.47fg TEQ/m³,平均值为3.53fg TEQ/m3,平均值为3.53fg TEQ/m³。DL-PCBs单体中PCB-118的浓度最高,平均占总浓度的54%,其次是PCB-105和PCB-77,PCB+81在所有样品中均未检出。在所有DL-PCBs中,毒性当量浓度的主要贡献者为PCB-126,其平均贡献率为95%,其次为PCB-169,平均贡献率为3%。     

涂料制造行业挥发性有机物排放成分谱及影响

采用不锈钢采样罐对华东地区8家涂料制造企业生产车间排口进行采集,运用气相色谱-质谱联用技术(GC-MS)测定了106种VOCs组分,识别了VOCs排放特征,建立了溶剂型涂料和水性涂料VOCs排放成分谱,分析了VOCs对臭氧生成的贡献.结果表明,涂料制造行业VOCs特征组分主要为芳香烃和含氧烃,两者浓度范围在65.5%～99.9%,溶剂型涂料VOCs排放主要以芳香烃为主,占总VOCs的63.0%～94.0%;水性涂料VOCs排放主要以含氧烃为主,占总VOCs的54.5%～99.9%.间/对-二甲苯(32.4%)、乙苯(19.0%)和乙酸乙酯(12.1%)为溶剂型涂料源排放特征,乙酸乙酯(83.7%)与2-丁酮(8.0%)为水性涂料源排放特征.芳香烃和含氧烃是涂料制造行业的主要活性组分,对臭氧生成潜势(OFP)的总贡献率在92.9%～99.9%之间.源反应活性分析(SR)表明,水性涂料单位质量VOCs对臭氧的生成贡献低于溶剂型涂料,因此可显著降低臭氧的生成潜势.研究显示,针对涂料制造行业VOCs污染治理,应重点关注芳香烃和含氧烃中对臭氧生成潜势贡献较大的VOCs组分,进行源头和精细化控制.     

Vertical migration of radionuclides in undisturbed grassland soils

Literature data on numerical values obtained for the parameters of the two most popular models for simulating the migration of radionuclides in undisturbed soils have been compiled and evaluated statistically. Due to restrictions on the applicability of compartmental models, the convection–dispersion equation and its parameter values should be preferred. For radiocaesium, recommended values are derived for its effective convection velocity and dispersion coefficient. Data deficiencies still exist for radionuclides other than caesium and for soils of non-temperate environments.     

COMPUTATION OF UNSTEADY FLOWS IN THE ALABAMA RIVER1

ABSTRACT: An application is described of the branch-network flow model, BRANCH, to the upper Alabama River system in central Alabama. The model is used to simulate one-dimensional unsteady flows and water surface elevations in approximately 60 river miles of the Alabama River system. Preliminary calibration was made using 72 hours of observed data. Simulated discharges are about 10 percent lower than observed discharges at higher discharge rates and computed flows lag observed flows by about 30 minutes.     

考虑纵横弯曲的空间杆系有限元计算

在普通刚架有限元计算模型的基础上 ,推导出了考虑空间纵横弯曲有限元的单元刚度矩阵和形函数 ,单元刚度矩阵和形函数考虑了轴力的影响。并以此编制了“kjgj”有限元软件 ,软件考虑了轴力引起的二阶效应。用平面和空间算例进行验证 ,单根杆件只剖分一个单元计算得到的精度可以达到商业软件剖分多个单元达到的精度。     

COMPARISON OF METHODS TO ESTIMATE DEEP PERCOLATION RATES1

ABSTRACT: Deep percolation rates are normally estimated from a water balance. Results are presented of a study undertaken to evaluate three alternative methods of estimating percolation below the root zone when knowledge about the history of applied water and evapotranspiration are not available. The alternative methods are: 1) use of Darcy's equation to calculate deep percolation rate; 2) measurement of the soil temperature prof and calculation of the deep percolation rate from the shape of the temperature depth curve; and 3) measurement of the tritium concentration in the soil water and its relationship to the history of the tritium concentration in rainfall. At the principal study site, the Darcy velocity of flow ranged from 9 cm per year determined by the temperature method, to 40 cm per year determined by the tritium method. Darcy's equation to calculate seepage rates resulted in an estimation of deep seepage of 18 cm per year. An average deep percolation rate at the principal study site of 22 cm per year was determined using the average of all three methods. Results for other sites based on the temperature method indicated a lower seepage rate.     

Evaluation of environmental feasibility of steel pipe sheet pile cutoff wall at coastal landfill sites

An evaluation method that can express the local leakage of leachate from joint sections in steel pipe sheet pile (SPSP) cutoff walls is discussed in this study. In particular, the evaluation of environmental feasibility (containment of leachates containing toxic substances) considering a three-dimensional arrangement and hydraulic conductivity distribution of the joint sections in the SPSP cutoff wall is compared with an evaluation that uses the equivalent hydraulic conductivity. This equivalent hydraulic conductivity assumes that the joint section and the steel pipe are integrated; therefore, the hydraulic conductivity is substituted with a uniform permeable layer. However, in an evaluation that employs the equivalent hydraulic conductivity, it is difficult to consider the local leakage of leachate containing toxic substances from the joint sections in the SPSP cutoff wall. It was established that evaluations of the environmental feasibility of SPSP cutoff walls with joint sections must take into account the local leakage of leachates containing toxic substances from the joint sections. Also, it was clarified that technologies that lower the hydraulic conductivities of joint sections in SPSP cutoff walls and also facilitate the use of sparser joint arrangements contribute significantly to increasing the environmental feasibility of SPSP cutoff walls at landfill sites.     

Estimation of atmospheric trace metal emissions in Vilnius City, Lithuania, using vertical concentration gradient and road tunnel measurement data

A new approach for the estimation of trace metal emissions in Vilnius city was implemented, using vertical concentration profiles in the urban boundary layer and road tunnel measurement data. Heavy metal concentrations were examined in fine and coarse particle fractions using a virtual impactor (cut-off size diameter 2.5 μm). Negative vertical concentration gradients were obtained for all metals (Ba, Pb, V, Sb, Zn) and both fractions. It was estimated that the vertical concentration gradient was formed due to emissions from an area of about 12 km². Road tunnel measurements indicated that trace metal concentrations on fine particles were lower than those on coarse particles, which suggested that re-emitted road dust was highly enriched in trace metal due to historic emissions within the tunnel. Emission rates of different pollutants in the road tunnel were calculated using pollutant concentration differences at the tunnel entrance and exit and traffic flow data. Heavy metal emission rates from the area of Vilnius city were estimated using the vertical gradient of heavy metal concentrations and the coefficient of turbulent mixing, as derived from meteorological measurement data. The emission values calculated by the two different methods coincided reasonably well, which indicated that the main source of airborne trace metals in Vilnius city is traffic. The potential of the vertical concentration gradient method for the direct estimation of urban heavy metal emissions was demonstrated.     

地震滑坡地形剖面线多重分形特征及其在稳定性判别中的应用

"5.12"汶川地震诱发了大量的滑坡和不稳定斜坡体,这些滑坡和不稳定斜坡体的稳定性影响到灾区社会经济发展和灾后重建。地震滑坡的不同稳定性状态孕育了滑坡地形剖面线的演化特征,并且地震滑坡地形剖面线直接地反映了在地震力作用下坡体的演变过程和演化机制。根据实测的汶川地震诱发的滑坡地形剖面线特征,研究了相对稳定滑坡、蠕滑阶段滑坡和不稳定斜坡的地形剖面线的分布特征,以及地震滑坡不同稳定状态下的地形剖面线的多重分形维数演化特征。研究结果表明相对稳定滑坡的多重分形维数演化特征的具有明显的有序性,处于蠕滑状态的滑坡和不稳定斜坡的多重分形维数演化出现明显的特征性拐点。