基于水质污染风险识别的人工湖需水研究

人工湖需水量是指维持湖区水量平衡、满足人工湖水质目标的供水量,人工湖需水量确定是人工湖水体工程设计的主要内容之一。以上虞滨海新城建设的人工湖为例,分析了人工湖建成后的可能污染源,采用TP质量守恒模型,预测了不同生活污水截污率、生态措施作用前后的人工湖需水量及水质要求。结果表明,当生活污水截污率为100%时,若供水TP≤0.10mg/L,则人工湖需水量为240万t/a;当生活污水截污率为95%时,若供水TP=0.05mg/L,不考虑生态措施作用,则人工湖需水量为1 600万t/a;当生活污水截污率为95%时,若供水TP=0.05mg/L,在生态措施作用下人工湖需水量为730万t/a。     

Halogenated organic contaminants (HOCs) in sediment from a highly eutrophicated lake, China: Occurrence, distribution and mass inventories

Halogenated organic contaminants (HOCs) including 16 polybrominated diphenyl ethers (PBDEs) and 37 polychlorinated biphenyls (PCBs) were determined in 49 surfacial sediments from Chaohu Lake, a highly eutrophicated lake, China. PBDEs were detected in almost samples with the range of the total concentration (defined as Σ₁₆PBDEs) from 0.84 to 86.6 ng g⁻¹. Compared with the occurrence of PBDEs in Pearl River Delta and Yangtze River Delta in China, lower percentage of BDE-209 over the concentration of Σ₁₆PBDEs was inferred by the high-volume application of penta-BDE mixture product for local domestic furniture purpose. The total concentration of 37 PCBs (Σ₃₇PCBs) ranged from 0.05 to 3.36 ng g⁻¹ with the most detection of PCB-1, -4, -52 and -71. Both the concentrations of Σ₁₆PBDE and Σ₃₇PCB poorly correlated with total organic carbon (TOC), suggesting the significant contribution of phytoplankton organic carbons to sediment TOC. The contamination by PBDEs and PCBs in western region of the lake was significantly more serious than in eastern lake. Our findings about the higher residues of PBDEs and PCBs in sediments at the estuary of Nanfei River compared to the other estuaries also supported the conclusion that urban area (Hefei city) was the main source of PBDEs and PCBs. The comparison with the concentration of HOC in the present study with those in other lacustrine sediments around the world suggested the contamination by PBDEs in Chaohu Lake is at middle of the global concentration range, whereas PCBs is at low end of the global range which could be elucidated by local economic development and historical usage of PBDEs and PCBs. The mass inventories of HOCs in the lake were estimated at 561 and 38 kg, which corresponds to only 0.000006% and 0.0001% of these global historical produce volumes, respectively.     

高效液相色谱串联质谱法分析土壤中多溴联苯醚类化合物

建立了一种超高效液相色谱串联质谱法(UPLC-MS/MS)同时测定土壤中8种多溴联苯醚化合物(PBDEs)的方法,采用快速溶剂萃取(ASE)和凝胶净化色谱(GPC),经BEH反相C₁₈色谱柱分离,10 min内完成分离,使用含0.1%氨水的甲醇和水进行梯度洗脱,采用液相色谱-负离子-大气压化学电离(APCI)串联质谱,多反应监测模式(MRM),加入 ¹³C₁₂-BDE-139和¹³C₁₂-BDE-209内标作定量分析。结果表明:在优化的分析条件下,PBDEs的线性相关系数为0.998 8～0.999 5,方法检出限为0.22～0.59 μg/kg,在2个添加水平下,平均回收率为71%～126%,标准偏差为3%～18%,土壤实际质控样测定结果均在允许范围内。适合于土壤中PBDEs的快速分析,特别对于高溴代PBDEs,相比气相色谱质谱方法具有更快的分析速度和更好的稳定性。     

Adaptive Water Resource Planning in the South Saskatchewan River Basin: Use of Scenarios of Hydroclimatic Variability and Extremes

The South Saskatchewan River Basin is one of Canada's most threatened watersheds, with water supplies in most subbasins over‐allocated. In 2013, stakeholders representing irrigation districts, the environment, and municipalities collaborated with researchers and consultants to explore opportunities to improve the resiliency of the management of the Oldman and South Saskatchewan River subbasins. Streamflow scenarios for 2025‐2054 were constructed by the novel approach of regressing historical river flows against indices of large‐scale ocean‐atmosphere climate oscillations to derive statistical streamflow models, which were then run using projected climate indices from global climate models. The impacts of some of the most extreme scenarios were simulated using the hydrologic mass‐balance model Operational Analysis and Simulation of Integrated Systems (OASIS). Based on stakeholder observations, the project participants proposed and evaluated potential risk management and adaption strategies, e.g., modifying existing infrastructure, building new infrastructure, changing operations to supplement environmental flows, reducing demand, and sharing supply. The OASIS model was applied interactively at live modeling sessions with stakeholders to explore practical adaptation strategies. Our results, which serve as recommendations for policy makers, showed that forecast‐based rationing together with new expanded storage could dramatically reduce water shortages.     

生活污水不同进水C/N比负荷对垂直潜流式人工湿地排放温室气体的影响

人工湿地处理的生活污水含氮量或者有机物含量很高时,可能会造成人工湿地在处理污水的过程中排放大量温室气体。研究了垂直潜流式人工湿地在人工合成的生活污水不同污染物进水C/N负荷条件下污水处理效果和温室气体(CO2和CH4)的排放量,利用现场测量和碳平衡模型估算分析了可以达到最佳污水净化效果和最少温室气体排放量的污染物进水C/N负荷条件。结果显示,在进水C/N负荷为C/N=6∶1~9∶1时可以得到最佳的污染物去除率。温室气体CH4排放量较CO2排放量可以忽略不计,而在进水C/N负荷为C/N=3∶1~6∶1时可以实现最少的温室气体排放。综上所述,最优的进水C/N负荷确定为C/N=6∶1,此时人工湿地可以得到较高的污染物去除率而排放较少的温室气体。     

Effect of additives in the Neem formulations on deposition,volatilization and persistence of Azadirachtin in spruce foliage

Abstract

Foliar deposits, volatilization and persistence of azadirachtin‐A (AZ‐A) were investigated after application of four spray mixes prepared from a wettable powder (WP) and three emulsifiable concentrate (EC) formulations of neem. They were applied at the dosage rate of 50 g AI in 4 L/ha onto potted spruce seedlings in a laboratory spray chamber. Droplet‐size spectra and deposits were assessed using Kromekote^® card/glass plate collection units. Foliar residues [dislodgeable residues (DR), penetrated residues (PR) and total residues (TR)] of AZ‐A and their volatilization were measured by HPLC at different intervals of time up to 60 h after treatment. Differences in the droplet‐size spectra and deposit levels were observed among the four spray mixes due to the influence of additives present in them. Dissipation half‐lives (DT₅₀) of the DR, PR and TR in the foliage were low (range, 19.5 to 38.9 h) and varied according to the residue type and the spray mix used. The DT₅₀ values of the DR were consistently lower (range, 19.5 to 31.9 h) than those of the PR (range, 30.5 to 38.9 h) due to preferential loss of the surface residues. The low DT₅₀ values observed for the DR and TR in the foliage sprayed with the WP spray mix were attributed to the particulate nature of the deposit. AZ‐A volatilized appreciably from the DR rather than from the PR. The variations found in the amounts of AZ‐A volatilized (42 to 58%) and unaccountable (38 to 46%) from the initial TR values in spruce foliage, after 60 h, were attributed to the physical form of the deposits on the target surface and the influences of additives present in the different spray mixes.     

滇池流域不同土壤类型和土地利用方式的土壤中溶解性有机碳的流失特性研究

采集滇池流域不同土壤类型、不同土地利用方式下的土壤样品,进行土壤中溶解性有机碳(DOC)的静态解吸实验,通过测定不同时间下溶入水相的COD量,探究不同土壤类型及土地利用方式下DOC的流失特性,从而揭示不同土地利用方式对滇池流域面源污染的影响.结果表明,同一土地利用方式的不同类型土壤中DOC的溶出平衡时间为壤土＞粘土＞粘壤土,其中退耕区(粘壤土＞粘土＞壤土)、大棚(粘土＞粘壤土=壤土)土壤不符合该规律,溶出平衡时间基本为1.5～2.5h;不同的土壤类型和土地利用方式下,DOC的溶出率为1.00％～2.75％,同一土地利用方式的不同类型土壤中DOC的溶出率存在一定差别,这是由于不同类型的土壤中砂粒、粉粒、粘粒的含量有所差异.     

高效脱氮除磷耦合技术物料平衡系统的构建

为了明确系统中反硝化脱氮的具体途径,在传统活性污泥工艺物料衡算方法的基础上,构建了基于短程硝化、同步硝化反硝化和反硝化除磷耦合技术的新型物料平衡系统。以AAO工艺为例,计算了系统稳定运行期间,碳、氮和磷的物料流向,量化了反硝化的5种脱氮途径。结果表明,通过物料衡算推导,系统短程硝化（PN）效率为64．36％。同步硝化反硝化（SND）效率为57．37％;反硝化除磷（DPR）效率为7．82％。对反硝化途径的分析发现,通过亚硝酸盐型同步硝化反硝化去除的氮占32．7％,而作为除磷电子受体得到去除的氮占11．4％。     

电梯结构噪声分析和控制

文中根据民用电梯的一般结构布局,通过对声传播途径分析,得到电梯噪声扰民是受结构噪声影响的结论。通过对电梯系统和电梯与支架组成系统的力平衡分析,得出电梯结构噪声主要是主机支架设计不合理和安装不当产生的。文章提出了结构噪声防治措施,并对结构噪声扰民的多台电梯实施了工程控制措施,均取得了预期的降噪效果。