饮用水中有毒污染物的筛查和健康风险评价

饮用水中含有痕量有机有毒污染物,其中相当一部分并不在水质标准管理范围.应用安捷伦公司解卷积报告软件(DRS)提供的保留时间锁定(RTL)、谱图解卷积(Deconvolution)技术和有毒化合物数据库(HCD),建立了1种可以应用于饮用水中有毒污染物的筛查和健康风险评价的方法.应用此方法对北京市自来水厂进出水中的有毒有机污染物进行了分析,定性筛查到113种有毒有机污染物,并对其中多环芳烃、有机氯农药、挥发性有机物和酚类物质等62种污染物进行了定量分析.结果表明,在有定量分析数据的污染物中,列入标准的有机有毒污染物浓度均未超过国际主要水质标准限值;对未列入水质标准或没有浓度限值的有机有毒污染物,初步进行了健康风险分析和水厂工艺的去除效果评价,发现它们的健康风险基本处于可接受的水平.此外,还定性筛查到当前国际水质标准中没有列入的51种有毒有机物,包括敌敌畏、五氯硝基苯、仲丁威、残杀威、邻苯基苯酚、叔丁基-4-羟基茴香醚、苯胺和腐霉利等,并分析了这些污染物的风险特征,是否存在健康风险需要进一步的研究.     

热采卡箍螺拴断裂事故原因分析

在对发生断裂的卡箍紧固连接螺栓进行质量检测和强度校核的基础上,指出螺栓发生断裂的主要原因是预紧力太大,并提出了相应的整改措施,解决了工程中存在的问题.     

磷在农田溪流中的动态变化

磷是水体富营养化的限制因子,河流系统是农业非点源污染物的主要运移通道,污染物在河流中的持留控制着污染物向受纳水体的输出.本次研究对象是巢湖流域一个长约1.8 km的农田源头溪流六岔河,河流由4个渠道型、1个水塘型和3个河口型断面构成,长度分别为1.3 km、0.15 km和0.36 km.在河流上设置9个监测点研究总磷、磷酸盐和悬浮物在六岔河中的持留空间特征,评价人为严重干扰下的农田溪流在农业非点源污染物运移中的生态功能.结果表明:总磷、磷酸盐、悬浮物在溪流中的持留和释放受溪流的渠道型、水塘型和河口型断面控制,水塘型和河口型断面是污染物持留的主要区域,总磷、磷酸盐和悬浮物在水塘型、河口型断面内的持留量分别占溪流持留量的58%、77%和58%;污染物在降雨-径流过程中的持留是溪流持留的主要部分,总磷、磷酸盐和悬浮物的持留分别占溪流持留量的96%、98%和93%;渠道型断面是溪流最主要的内在污染源,总磷、磷酸盐和悬浮物的释放分别占溪流释放量的93%、99%和94%;养分和悬浮物在渠道型断面中具有不同的持留特性,而位于水塘前的渠道型断面在基流和降雨-径流过程中均能有效地持留污染物.     

Sulfur-containing amino acid methionine as the precursor of volatile organic sulfur compounds in algea-induced black bloom

After the application of methionine, a progressive and significant increase occurred in five volatile organic sulfur compounds (VOSCs): methanethiol (MeSH), dimethyl sulfide (DMS), dimethyl disulfide (DMDS), dimethyl trisulfide (DMTS) and dimethyl tetrasulfide (DMTeS). Even in the untreated control without a methionine addition, methionine and its catabolites (VOSCs, mainly DMDS) were found in considerable amounts that were high enough to account for the water’s offensive odor. However, blackening only occurred in two methionine-amended treatments. The VOSCs production was observed to precede black color development, and the reaching of a peak value for total VOSCs was often followed by water blackening. The presence of glucose stimulated the degradation of methionine while postponing the occurrence of the black color and inhibiting the production of VOSCs. In addition, DMDS was found to be the most abundant species produced after the addition of methionine alone, and DMTeS appeared to be the most important compound produced after the addition of methionine+glucose. These results suggest that methionine acted as an important precursor of the VOSCs in lakes suffering from algea-induced black bloom. The existence of glucose may change the transformation pathway of methionine into VOSCs to form larger molecular weight compounds, such as DMTS and DMTeS.     

外源稀土在土壤中各形态的动态变化

在小麦整个生长期内定期测定外源稀土进入土壤后各形态稀土随时间的变化,结果为:外源稀土进入土壤后可交换态稀土含量随时间的延长显著降低,减少的可交换态稀土一部分被小麦吸收,一部分被土壤所吸附,其中在分蘖期减少得最快;根系的分泌活动明显影响土壤中稀土元素的存在形态,铁锰氧化物结合态稀土含量在拔节期前逐渐增加,拔节期后略有下降;碳酸盐结合态稀土含量随时间的延长而降低,但下降幅度较小;有机物结合态与残渣态稀土含量随时间的延长没有发现明显的变化.     

Immobilization and transformation of co-existing arsenic and antimony in highly contaminated sediment by nano zero-valent iron

Arsenic(As) and antimony(Sb) are usually coexistent in mine wastes and pose a great threat to human health. The As immobilization by nano zero-valent iron(n ZVI) is promising, however, the stabilization for co-occurring As and Sb is not known. Herein, the immobilization and transformation of As and Sb in n ZVI-treated sediments were evaluated using complementary leaching experiments and characterization techniques. Raw sediment samples from a gold-antimony deposit revealed the co-existence of ul...     

Using hydrochemical signatures to characterize the long-period evolution of groundwater information in the Dagu River Basin,China

• The long-period groundwater evolution was identified by hydrochemical signatures. • The dominant processes in the groundwater evolution were verified. • Groundwater quality in the coastal areas was susceptible to deterioration due to SI. • Groundwater contamination arose from fertilizer, livestock manure & domestic sewage. The evolution of hydrochemical compositions influenced by long-period interactions between groundwater and the geo-environment is a fundamental issue for exploring groundwater quality and vulnerability. This study systematically investigated the hydrochemical processes and anthropogenic interference occurring in the river basin by bivariate plots, Gibbs diagrams, saturation index, and the major ions ratios. Apparent changes in groundwater hydrochemistry have been observed in the study area, illustrating the origins of major ions are affected by various internal and external factors. Results highlighted that TDS varied from freshwater to brackish water, ranging between 187.90 and 2294.81 mg/L. Ca²⁺ and HCO₃⁻ are the dominant ions in the studied samples. The results gained by Gibbs diagrams, bivariate plots, saturation index, and the major ions ratios demonstrated that minerals dissolution/precipitation, cation exchange, and human inputs play crucial roles in the unconfined aquifers. Moreover, the overuse of nitrogen fertilizer, livestock manure, and industrial/domestic sewage led to nitrate and nitrite contamination and brought significant challenges to the surrounding hydrogeo-environment. The present study could make an unambiguous identification of natural processes and anthropogenic interventions influencing groundwater hydrochemistry’s long-period evolution and create a preliminary strategy for groundwater resources management.     

添加不同比例的石灰对污泥稳定化的模糊评价

在污泥处置策略中,污泥碱式干化被认同是一种安全可靠的处置方式。而我国由于大多采用较为原始的推送装置,不仅石灰消耗量大,而且污泥稳定化效果差,难以实现污泥性状的改善。利用自主研发的高效混合器,在脱水污泥中添加质量分数为5%、7%、10%、12%和15%的500目工业石灰后,分别测定添加后污泥的温度、pH、粪大肠菌值以及臭味强度的变化,并采用模糊数学法评价了添加不同比例的石灰对污泥的稳定化效果,结果表明:添加不同比例的工业用生石灰后,污泥的温度从原污泥的30℃分别升高到32.0、36.0、39.2、41.0和43.3℃;污泥中的pH从原污泥的6.5左右均升高到12以上;粪大肠菌值从原污泥的1.08×10-8 g/MPN均降为0.01 g/MPN以下;臭味强度从5级降为2级以下;污泥稳定化程度高,模糊综合评价结果都为一级。因此,添加5%的石灰即可实现污泥的稳定化。     

潜流人工湿地水力学特性及工程设计

以净化低污染水体的潜流人工湿地水力学特性工程设计为重点,系统开展了室内外实验研究,并利用Peelet数分析了水平潜流人工湿地碎石床渗流返混程度。结果表明,潜流人工湿地集水花管孔口出流计算、基质填料内渗流计算、碎石床平均水力停留时间计算可分别借鉴薄壁孔口恒定淹没出流、线性或非线性渗流、活塞流理论;但受工程实际条件及运行淤堵等影响,工程实测结果均小于理论计算值。基于室内外实验成果,提出一套包括集配水系统水力计算、填料内渗流计算、平均水力停留时间计算在内的潜流人工湿地水力学特性计算方法和参数选择,可为人工湿地技术的工程设计提供借鉴。     

Comparison of inclined plate sedimentation and dissolved air flotation for the minimisation of subsequent nitrogenous disinfection by-product formation

The formation of disinfection by-products (DBPs), including both nitrogenous disinfection by-products (N-DBPs) and carbonaceous disinfection by-products (C-DBPs), was investigated upon chlorination of water samples following two treatment processes: (i) coagulation-inclined plate sedimentation (IPS)-filtration and (ii) coagulation-dissolved air flotation (DAF)-filtration. The removal of algae, dissolved organic nitrogen (DON), dissolved organic carbon (DOC) and UV₂₅₄ by coagulation-DAF-filtration was superior to coagulation-IPS-filtration. On average, 53%, 53% and 31% of DOC, DON and UV₂₅₄ were removed by coagulation-DAF-filtration process, which were higher than 47%, 31% and 27% of that by coagulation-IPS-filtration process. Additionally, coagulation-IPS-filtration performed less well at removing the low molecular weight organics than coagulation-DAF-filtration process. The concentrations of chloroform, dichloroacetamide (DCAcAm) and dichloroacetonitrile (DCAN) formed during chlorination after coagulation-DAF-filtration reached their maximum values of 13, 1.5 and 4.7 μg L⁻¹, respectively, and were lower than those after coagulation-IPS-filtration with the maximum detected levels of 17, 2.9 and 6.3 μg L⁻¹. However, the trichloronitromethane (TCNM) concentration after the two processes was similar, suggesting that DON may have less of a contribution to TCNM formation than DCAcAm and DCAN.