改性土-膨润土阻隔墙阻控离子型稀土矿氨氮污染

以土-膨润土为阻隔材料,使用硅灰及水泥对其进行固化改性,研究改性后阻隔墙对离子型稀土矿原地浸矿氨氮污染的阻控效果。通过了解阻隔墙材料的渗透性能、力学性能,并结合阻隔材料对氨氮的吸附效果、穿透效果和数值模拟结果,探讨改性土-膨润土阻隔材料对氨氮污染的阻控性能。结果表明:硅灰改性土-膨润土阻隔材料,最佳质量配比为硅灰∶土=1∶10,最佳含水率为67.80%;改性阻隔材料生成的铝硅酸盐提高了阻隔墙防渗性能,渗透系数为2.36×10~(-9) m·s~(-1);CaCO_3提高了材料的力学性能,使抗压强度达到0.896 MPa;改性阻隔材料对氨氮的吸附过程符合准二级动力学模型及Langmuir等温模型。这说明该吸附过程以化学吸附为主,并且该吸附是放热过程。在不同氨氮浓度的穿透下,渗透系数呈逐渐减小的趋势,实验期间并未达到穿透浓度。利用Visual MODFLOW数值模型对阻隔墙的阻控效果进行模拟发现,7 300 d后NH_4~+扩散范围小,未穿透阻隔墙。硅灰改性土-膨润土阻隔墙用于对离子型稀土矿氨氮污染阻控的效果较好。     

饮用水源微生物快速检测技术的发展及应用

微生物是威胁饮用水安全的首要问题,水环境微生物快速检测技术的开发和应用是推动饮用水源微生物快速检测和水质安全预警技术发展的保障。随着对水质微生物污染快速检测和准确预警新要求的提出,水环境中微生物在线检测和预警技术得到了越来越多的开发和应用。笔者总结了水环境常见微生物检测方法和技术的发展,重点讨论了饮用水源微生物快速检测技术的发展和应用,根据各项技术的应用和推广使用程度,将其归纳为常用快速检测技术、潜在适用快速检测技术和新型快速检测技术等类别,并详细阐述了一些应用较广的技术,以期为构建水质微生物污染早期预警系统提供参考。     

不同气源压缩气体泡沫灭石油醚火灾性能比较

采用实验室压缩气体泡沫系统,通过缩尺油盘火试验,分别考察基于不同气源的压缩气体泡沫对于石油醚火灾的灭火性能,分析探讨适用于低沸点的石油醚类燃料火灾扑救的气源类型和供气方案。结果表明,在泡沫溶液供给强度为2.5 L/(min·m2)的条件下,压缩氮气泡沫和压缩空气泡沫均可扑灭石油醚火灾,具有良好的抗烧性能;二者相比,压缩氮气泡沫比压缩空气泡沫的控灭火性能和抗烧性能均有一定提升;对于石油醚类的低沸点易燃液体火灾,建议采用以氮气作为气源的压缩氮气泡沫系统;该研究可为压缩气体泡沫系统在石油化工行业工程应用提供技术支撑。     

Utilization of MSWI fly ash as partial cement or sand substitute with focus on cementing efficiency and health risk assessment

• Washed MSWI fly ash was used as partial cement or sand substitute. • Sand replacing is beneficial for strength, while cement replacement reduces strength. • Cementing efficiency factor and mortar pore structure explain the strength results. • Health risk assessment was conducted for MSWI fly ash blended cement mortar. • CR and HI contributed by different exposures and heavy metals were analyzed. The strength of cement substituted mortar decreases with the increase in fly ash amount, whereas the strength increases when the fly ash is blended as sand substitute. A mortar with highest strength (compressive strength= 30.2 Mpa; flexural strength= 7.0 Mpa) was obtained when the sand replacement ratio was 0.75%. The k value (cementing efficiency) of fly ash varied between 0.36 and 0.15 for the fly ash fraction in binder between 5% and 25%. The k values of fly ash used for sand replacement were all significantly above that used for cement substitution. The macropores assigned to the gaps between particles decreased when the fly ash was used as sand replacement, providing an explanation for the strength enhancement. The waste-extraction procedure (toxicity-sulphuric acid and nitric acid method (HJ/T 299-2007)) was used to evaluate metal leaching, indicating the reuse possibility of fly ash blended mortar. For the mortar with the mass ratio of fly ash to binder of 0.5%, the carcinogenic risks (CR) and non-carcinogenic hazard quotient (HQ) in sensitive scenario for blended mortar utilization were 9.66 × 10^-7 and 0.06, respectively; these results were both lower than the threshold values, showing an acceptable health risk. The CR (9.89 × 10^-5) and HQ (3.89) of the non-sensitive scenario for fly ash treatment exceeded the acceptable threshold values, indicating health risks to onsite workers. The main contributor to the carcinogenic and non-carcinogenic risk is Cr and Cd, respectively. The CR and HQ from inhalation was the main route of heavy metal exposure.     

A review of measurement methods for peracetic acid (PAA)

• Physical and chemical properties and application of peracetic acid solution. • Determination method of high concentration peracetic acid. • Determination method of residual peracetic acid (low concentration). Peroxyacetic acid has been widely used in food, medical, and synthetic chemical fields for the past several decades. Recently, peroxyacetic acid has gradually become an effective alternative disinfectant in wastewater disinfection and has strong redox capacity for removing micro-pollutants from drinking water. However, commercial peroxyacetic acid solutions are primarily multi-component mixtures of peroxyacetic acid, acetic acid, hydrogen peroxide, and water. During the process of water treatment, peroxyacetic acid and hydrogen peroxide (H₂O₂) often coexist, which limits further investigation on the properties of peroxyacetic acid. Therefore, analytical methods need to achieve a certain level of selectivity, particularly when peroxyacetic acid and hydrogen peroxide coexist. This review summarizes the measurement and detection methods of peroxyacetic acid, comparing the principle, adaptability, and relative merits of these methods.     

A novel sigma coordinate system to simulate abrupt changes of underwater terrain in a hydrodynamic model: application to Lake Mead,USA

The sigma (SIG) coordinate system in ocean circulation simulation models results inevitably in horizontal pressure gradient error. This problem also emerges in models of deep lakes or reservoirs with the same characteristics of underwater terrain mutation. SIG coordinates reflect vertical relative stratification but cannot be used to calculate horizontal pressure gradient force in places with drastic topographic changes; this results in vertical water temperature and circulation errors. In deep lakes or reservoirs, differences in water density caused by the temperature difference between upper and lower water bodies is the primary cause of thermal stratification phenomena. Lake Mead was used as a case study on steep topography based on Environmental Fluid Dynamics Code (EFDC) model in this study. SIG coordinates result in close agreement between the calibrated temperature time series at the top and middle water layers, but disparity in the bottom water layer. The error emerges in the horizontal pressure gradient error due to the SIG coordinate transformation. Neither increasing the vertical resolution nor adjusting the horizontal viscosity coefficient resolve this error. We test the sigma-zed (SGZ) coordinate which combines Z coordinate and SIG coordinate as a replacement for the SIG coordinate to find that they effectively reduce the model’s runtime and simulation efficiency. The vertical temperature distribution in SGZ coordinate mode is more accurate than the distribution in SIG coordinate mode. The Navier-Stokes horizontal gradient and advection diffusion equation results under SIG coordinates are very sensitive to the pressure gradient. The replacement also enhances resolution near the thermocline, facilitates reclosing of the water bottom and the equal sigma surface, lends significant advantages in terms of vertical temperature in the simulation for local deep water with steep terrain, and shortens runtime for 0.14 h. SGZ mixed coordinates are recommended in the simulation of deep lakes or reservoirs wherein the underwater topography is large (with abundant continuous deep trenches or reefs).

     

Soil labile and recalcitrant carbon and nitrogen dynamics in relation to functional vegetation groups along precipitation gradients in secondary grasslands of South China

Environmental Science and Pollution Research - Soil labile and recalcitrant carbon (C) and nitrogen (N) are strongly controlled by plant inputs and climatic conditions. However, the interrelation...     

Integrated factor analysis of water level variation in geographically isolated ponds

Environmental Science and Pollution Research - Small geographically isolated ponds provide a multitude of ecological functions and services, but water table fluctuations alter the magnitude of...     

米泉市大气污染与气象因子变化特征分析

通过对米泉市大气污染状况进行分析,揭示大气污染与其所处的地理特征、气象特征的关系,并对大气污染物TSP、降尘污染与气象因子变化特征进行分析,进一步阐述尘污染是影响米泉市大气环境质量的重要指标。     

基于PSFR模型的河北省滦河流域生态安全评估

基于PSFR(压力-状态-功能-风险)模型,选取16个分项指标、34个评估指标,建立了4层次指标体系,兼顾流域的整体性与差异性,根据环境特点及功能分区将河北省滦河流域划分为6个评估单元展开生态安全评估。结果表明:整个流域的生态安全水平位于三级到二级之间;潘大水库上游评估单元刚刚达到二级较安全水平;引滦入津、大黑汀下游和青龙河秦皇岛评估单元属于临近二级的三级水平;冀东沿海的秦皇岛和唐山评估单元生态安全指数较低,但均大于50,属于三级一般水平。研究表明,水资源过度开发是各评估单元共有的不安全因素,面源污染严重和生态风险较高也是造成流域生态安全指数不高的重要原因。