Relationships between octan‐1‐ol/water partition coefficients,aqueous activity coefficients and reversed phase HPLC capacity factors of alkylbenzenes,chlorobenzenes, chloronaphthalenes and chlorobiphenyls

Linear relationships between logarithms of octan‐1‐ol/water partition coefficients (K_d,oct), aqueous activity coefficients (y_aq) and extrapolated RP HPLC capacity factors (k‘_w) are found for four types of aromatic hydrocarbons (alkylbenzenes and poly‐chlorinated benzenes, ‐naphthalenes and ‐biphenyls).

Both log K,_d,oct and logk‘_w increase with the increasing number of chlorine or methyl‐ene substituents. These increases of log K,_d,oct and log k‘_w are proportional and almost independent of the parent compound. In addition, these increases are linear to increases of logy_aq. The slopes of logk‘_w‐logy_aq and log K,_d,oct‐logv_aq relationships deviate significantly from 1.0. This suggests that the activity coefficients of the test compounds in both octan‐1‐ol and in the stationary phase of the RP column increase after substitution of aromatic compounds with methylene or chlorine.     

季铵盐改性土壤对水中苯酚的吸附及机理研究

采用十六烷基三甲基溴化铵（ＨＤＴＭＡ）对土壤进行了改性。结果表明，改必一时最适温度为５０￣５５℃，最适ＰＨ为中性最适ＨＤＴＭＡ浓度为１％，又考察了ＰＨ、改性土壤用量及振荡时间对吸附效果的影响，通过测定吸附等温线探讨了吸附机理。结果表明，ＰＨ＝３￣１０时，酚捐附去除率基本不变，当ＰＨ〉１０时，吸附效率随ＰＨ增大而提高。随着改性土壤用量的增加和振荡时间的延长。酚的去除率升高。改性土壤对苯酚的等温吸附规     

Compound dependence of the relationship log Kow and log BCFL

Linear relatinships between log bioconcentration factor (BCF) and log K^ow for a variety of compounds have been reported many times in the literature. Analysis of the thermodynamics of the two partition processes has, however, shown that they are not analogous and that linear relationships can be expected to have different slopes for structurally unrelated compounds. In this study a set of literature lipid normalized BCF (BCF_L) values of chlorbenzenes (CBs) for rainbow trout and polycyclic aromatic hydrocarbons (PAHs) forDaphnia was put together with literature K_ow values. The slopes of the regression lines for log BCF_L versus log K_ow for the two groups of compounds proved to differ significantly in a statistical test using analysis of variance (ANOVA). The difference, which is of significance for estimates of BCFs in environmental modelling of these types of compounds, is explained by the differences in chemical structure of the two groups of compounds.     

Partitioning of polycyclic aromatic hydrocarbons to solid-sorbed nonionic surfactants

The partition of hydrophobic organic compounds (HOCs) into solid-sorbed surfactant has a crucial role in describing and predicting the distribution of HOCs in solid-water-surfactant systems. The experimental results of this study indicated that the partition coefficients of polycyclic aromatic hydrocarbons (PAHs) into the solid-sorbed surfactant (Ksm) increased with an increase in the sorption amount of surfactants onto solid and reached a stable maximum value (Km sm) at the sorption of surfactants in saturation state, at which the solid surface was completely covered with the surface micelle (or admicelle). The fitted Km sm values for PAHs with different surfactants were found to have a good linear relationship with the corresponding partition coefficient of PAHs to surfactant micelles in solution (Kmc), and then a model was developed to describe and predict the distribution of PAHs in solid-water-surfactant systems. These results are of practical interest for developing effective and safe surfactant-enhanced remediation technologies.     

Carbaryl, 2,4-D,and Triclopyr Adsorption in Thatch-Soil Ecosystems

Thatch development in intensively managed turf sites may cause environmental concerns for greater sorption or leaching of applied chemicals in terrestrial ecosystems. To determine the adsorption potential of Carbaryl (1-Napthyl N-methylcarbamate), 2,4-D (2,4-dichloro-phenoxyacetic acid), and Triclopyr (3,5,6-trichloro-2-pyridinyloxyacetic acid) in turf ecosystems, composite thatch and underlying soil samples from three- and six-year-old stands of cool-season Southshore creeping bentgrass (Agrostis palustris Huds.) and warm-season Meyer zoysiagrass (Zoysia japonica Steud.) were collected. The samples were processed and analyzed for total organic carbon (C_Org); extractable (C_Ext), humic (C_HA) and fulvic acid (C_FA); anthrone reactive nonhumic carbon (ARC) fractions; and C_HA and C_FA associated iron (Fe) contents. Pesticide adsorption capacity (K _f ) and intensity (1/n), organic carbon partition coefficient (K _OC ) and Gibbs free energy change (Δ G) were calculated for thatch materials and the underlying soils using a modified batch/flow technique. Both bentgrass (BT) and zoysiagrass thatch (ZT) contained a greater concentration of C_Ext, C_FA, C_HA, and ARC than the respective soils (BS and ZS). The C_Ext, C_FA, C_HA, and ARC concentration was higher in BT compared with ZT. The BT contained a greater concentration of bound Fe in both C_FA and C_HA fractions than in BS, whereas ZT had more bound Fe in C_HA fraction than in ZS. On average, the BT had a greater concentration of bound Fe in C_Ext, C_FA, and C_HA fractions than in the ZT. Among the pesticides, Carbaryl had higher K _f and 1/n values than 2,4-D and Triclopyr for both thatch and soil. Although the K _OC and Δ G values of Carbaryl were higher in both BT and ZT than in the underlying soils, the K _OC and Δ G values of 2,4-D were significantly higher in BS and ZS than in the overlying thatch materials. The 2,4-D and Triclopyr had higher leaching indices (LI) than Carbaryl for both BT and ZT materials than the respective soils. The Carbaryl, however, had a higher LI for soils than for thatch materials. Averaged across thatch materials and soils, C_Org accounted for 96, 85, and 84% variations in Carbaryl, 2,4-D, and Triclopyr adsorption, respectively. Among the C_Org fractions, lignin followed by C_FA and C_HA accounted for greater adsorption of pesticides, especially Carbaryl. The concentration of C_HA and C_FA bound Fe did not correlate with K _f and 1/n values of pesticides.     

Organophosphate esters in sediment from Taihu Lake,China: Bridging the gap between riverine sources and lake sinks

• Eleven OPEs were detected in river sediment and lake sediment in Taihu Lake. • TnBP dominated in river sediment, while TBEP dominated in lake sediment. • A strong correlation existed between logK_oc and logK_ow of OPEs. • Vertical profiles of OPEs in sediment cores varied according to sampling location. Surface sediment samples from Taihu Lake in China and its inflow rivers, along with two lake sediment core samples, were collected and analyzed for organophosphate esters (OPEs). The concentrations of total OPEs varied from 28.60 ng/g to 158.72 ng/g (median: 54.25 ng/g) in river surface sediment and from 62.57 ng/g to 326.84 ng/g (median: 86.37 ng/g) in lake sediment. Tributyl phosphate (TnBP) was the predominant compound in river surface sediment, and tris(2-butoxyethyl) phosphate was predominant in lake sediment. High contamination occurred in the north-west region, which was related to the high level of urbanization and high usage of OPEs. The sediment–water partition coefficients of OPEs (logK_oc) were calculated, showing a significant correlation with logK_ow (p<0.05). The concentration and composition of OPEs in two sediment cores varied due to the different sampling locations, with more OPE species found in the northern region than in the southern one. Principal component analysis and positive matrix factorization indicated that sewage discharges, vehicle emissions, and atmospheric deposition were the possible sources of OPEs in Taihu Lake sediments. Tris(1-chloro-2-propyl) phosphate, tris(2-chloroethyl) phosphate, and TnBP were the main OPEs causing ecological risks.     

人群分区疏散优化算法研究

在疏散过程中,出口利用不均现象时有发生,距离最短路径并不一定是最快的路径。提出了大规模人群分区疏散优化算法,该算法以疏散时间最短为目标,综合考虑了人群分布、出口位置、出口宽度等因素,通过迭代计算,求解每个行人的最优出口选择,从而得到优化疏散分区结果。以具有多个出口的某大型步行商业街区疏散为例,利用经典的无后退有偏随机行走模型进行模拟计算,对是否采用优化分区的疏散时间进行了比较分析。结果表明:采用优化分区疏散时,部分人员放弃路径最短的疏散出口,而被导向选择宽度较宽和附近人员密度较低的出口,从而提高整体疏散效率。该算法解决了以距离最短为目标的疏散分区方式导致的出口利用不均和不充分的现象,有效提高了疏散效率,对于区域分区疏散策略的制定具有一定指导意义。     

The migration and transformation of dissolved organic matter during the freezing processes of water

This study investigated the partitioning behavior of dissolved organic matter (DOM) in liquid and ice phases, as well as the changes in the optical properties and chlorine reactivity of DOM during the freezing processes of water. DOM was rejected from the ice phase and accumulated in the remaining liquid phase during water freezing. Moreover, the decrease in freezing temperature, as well as the increase in dissolved organic carbon (DOC) concentration of feed water, caused an increase in DOM captured in the ice phase. The ultraviolet-absorbing compounds, trihalomethane precursors, as well as fulvic acid- and humic acid-like fluorescent materials, were more liable to be to be rejected from the ice phase and were more easily retained in the unfrozen liquid phase during water freezing, as compared with organics (on average) that comprise DOC. In addition, it was also found a higher accumulation of these organics in the unfrozen liquid phase during water freezing at higher temperature. The freeze/thaw processes altered the quantity, optical properties, and chlorine reactivity of DOM. The decrease in ultraviolet light at 254 nm as well as the production of aromatic protein- and soluble microbial byproduct-like fluorescent materials in DOM due to freeze/thaw were consistently observed. On the other hand, the changes in DOC, trihalomethane formation potential, and fulvic acid- and humic acid-like fluorescence caused by freeze/thaw varied significantly between samples.     

污染负荷分配计算的方法研究

从技术与政策相结合的角度,对废水污染负荷分配计算的技术方法进行探讨。从可分配的水环境容量的概念出发,建立污染负荷分配相关关系。针对若干不同的污染负荷分配方法,推演出相应的污染负荷分配计算模型。      

Use of wastes derived from earthquakes for the production of concrete masonry partition wall blocks

Utilization of construction and demolition (C&D) wastes as recycled aggregates in the production of concrete and concrete products have attracted much attention in recent years. However, the presence of large quantities of crushed clay brick in some the C&D waste streams (e.g. waste derived collapsed masonry buildings after an earthquake) renders the recycled aggregates unsuitable for high grade use. One possibility is to make use of the low grade recycled aggregates for concrete block production. In this paper, we report the results of a comprehensive study to assess the feasibility of using crushed clay brick as coarse and fine aggregates in concrete masonry block production. The effects of the content of crushed coarse and fine clay brick aggregates (CBA) on the mechanical properties of non-structural concrete block were quantified. From the experimental test results, it was observed that incorporating the crushed clay brick aggregates had a significant influence on the properties of blocks. The hardened density and drying shrinkage of the block specimens decreased with an increase in CBA content. The use of CBA increased the water absorption of block specimens. The results suggested that the amount of crushed clay brick to be used in concrete masonry blocks should be controlled at less than 25% (coarse aggregate) and within 50-75% for fine aggregates.