Arsenic sorption by red mud-modified biochar produced from rice straw

Red mud-modified biochar (RM-BC) has been produced to be utilized as a novel adsorbent to remove As because it can effectively combine the beneficial features of red mud (rich metal oxide composition and porous structure) and biochar (large surface area and porous structure properties). SEM-EDS and XRD analyses demonstrated that red mud had loaded successfully on the surface of biochar. With the increasing of pH in solution, arsenate (As(V)) adsorption on RM-BC decreased while arsenite (As(III)) increased. Arsenate adsorption kinetics process on RM-BC fitted the pseudo-second-order model, while that of As(III) favored the Elovich model. All sorption isotherms produced superior fits with the Langmuir model. RM-BC exhibited improved As removal capabilities, with a maximum adsorption capacity (Q_max) for As(V) of 5923 μg g^?1, approximately ten times greater than that of the untreated BC (552.0 μg g^?1). Furthermore, it has been indicated that the adsorption of As(V) on RM-BC may be strongly associated with iron oxides (hematite and magnetite) and aluminum oxides (gibbsite) by X-ray absorption near-edge spectroscopy (XANES), which was possibly because of surface complexation and electrostatic interactions. RM-BC may be used as a valuable adsorbent for removing As in the environment due to the waste materials being relatively abundant.     

Coupled Monte Carlo simulation and Copula theory for uncertainty analysis of multiphase flow simulation models

Environmental Science and Pollution Research - Simulation-optimization techniques are effective in identifying an optimal remediation strategy. Simulation models with uncertainty, primarily in the...     

Validation of temporal and spatial consistency of facility- and speed-specific vehicle-specific power distributions for emission estimation: A case study in Beijing,China

Vehicle-specific power (VSP) has been found to be highly correlated with vehicle emissions. It is used in many studies on emission modeling such as the MOVES (Motor Vehicle Emissions Simulator) model. The existing studies develop specific VSP distributions (or OpMode distribution in MOVES) for different road types and various average speeds to represent the vehicle operating modes on road. However, it is still not clear if the facility- and speed-specific VSP distributions are consistent temporally and spatially. For instance, is it necessary to update periodically the database of the VSP distributions in the emission model? Are the VSP distributions developed in the city central business district (CBD) area applicable to its suburb area? In this context, this study examined the temporal and spatial consistency of the facility- and speed-specific VSP distributions in Beijing. The VSP distributions in different years and in different areas are developed, based on real-world vehicle activity data. The root mean square error (RMSE) is employed to quantify the difference between the VSP distributions. The maximum differences of the VSP distributions between different years and between different areas are approximately 20% of that between different road types. The analysis of the carbon dioxide (CO₂) emission factor indicates that the temporal and spatial differences of the VSP distributions have no significant impact on vehicle emission estimation, with relative error of less than 3%.

Implications: The temporal and spatial differences have no significant impact on the development of the facility- and speed-specific VSP distributions for the vehicle emission estimation. The database of the specific VSP distributions in the VSP-based emission models can maintain in terms of time. Thus, it is unnecessary to update the database regularly, and it is reliable to use the history vehicle activity data to forecast the emissions in the future. In one city, the areas with less data can still develop accurate VSP distributions based on better data from other areas.     

全球升温1.5℃与2.0℃情景下长江中下游地区极端降水的变化特征

基于长江中下游地区1961~2100年区域气候模式COSMO-CLM(CCLM)模拟与1961~2005年气象站观测的逐日降水数据,通过统计计算年降水量、强降水量、暴雨日数和极端降水贡献率4个极端降水指数,研究全球升温1.5℃与2.0℃情景下,长江中下游地区极端降水的时空变化特征。结果表明:(1)全球升温1.5℃情景下,年降水量相对于1986~2005年减少5%,强降水量、暴雨日数和极端降水贡献率分别增加7%、33%和4%;概率密度曲线表明,年降水量均值下降,强降水量、暴雨日数和极端降水贡献率均值上升,极端降水方差增大;年降水量、强降水量和暴雨日数在空间上表现为南部增加北部减少,极端降水贡献率则相反。(2)全球升温2.0℃情景下,年降水量下降3%,强降水量、暴雨日数和极端降水贡献率分别上升15%、46%和15%;年降水量均值稍有减少且方差稍有上升,强降水量、暴雨日数和极端降水贡献率均值和方差明显增加;年降水量减少区域位于长江主干以北,强降水量、暴雨日数和极端降水贡献率表现为绝大部分地区增加的空间变化特征。(3)全球升温由1.5℃至2.0℃时,年降水量、强降水量、暴雨日数和极端降水贡献率分别增加3%、7%、10%和11%;随升温幅度的增加极端降水均值和方差上升;极端降水呈增加态势的范围扩大。因此,努力将升温控制在1.5℃对降低极端降水的影响具有重要意义。     

火电汽轮机组热电解耦技术研究

针对供热机组受传统“以热定电”运行模式限制,单机调峰能力低(最大仅有50%),无法满足深度调峰的问题,以国电集团西北地区所辖火电供热机组的实际运行情况为出发点,结合汽轮机组节能诊断及机组改造经验,提出了高、低压旁路联合供热,低压缸切缸运行两种热电解耦技术方案,通过比选得出两种技术方案的优缺点及适用范围。     

开孔圆形截面空心桥墩水动力研究*

针对圆形截面空心桥墩壁上开孔后内部充水是否带来水动力的问题,采用ANSYS-CFX构建了墩-水耦合数值分析模型,并研究了内部水对空心墩的动力特性、地震动水力及响应的影响。结果表明:当水深一半时,空心墩自振频率相比仅有外部水时降低了25.08%,当满水时,空心墩自振频率降低可达39.32%。地震时,空心墩发生剧烈振动,内部水的晃动会增加结构的附加动水力,从而加大结构的动力响应(主应力增大率为30.84%);同时存在内外域动水的交换作用,使得通水孔附近局部应力较大(等效应力增加率为9%),内部水的影响已经掩盖过内部水平衡外部静压取得的应力改善效益,从地震作用效应的角度看,深水空心桥墩设计中不宜开孔。     

Occurrence of benzotriazoles (BTRs) in indoor air from Albany,New York,USA, and its implications for inhalation exposure

Despite the widespread use of benzotriazoles as corrosion inhibitors in many household goods, studies on the occurrence of these compounds in indoor air are scarce. In this study, five benzotriazole derivatives were measured in 83 indoor air samples collected from various locations in Albany, New York, USA. Benzotriazoles were found in a majority of the indoor air samples, and the concentrations of their sum in bulk (vapor plus particulate phases) indoor air ranged from below the method limit of quantification to 492 ng·m^?3 (geometric mean: 5.8 ng·m^?3). The highest geometric mean concentration was found in air samples collected in parking garages (155 ng·m^?3), followed by barbershops (13.6), public places (11.5), auto repair shops (5.2), automobiles (4.5), homes (4.5), offices (3.7), and laboratories (2.8). Inhalation exposure to benzotriazoles was calculated on the basis of the measured geometric mean concentrations and air inhalation rate. The highest exposure dose was found for teenagers, with a geometric mean inhalation exposure dose of 79 ng·day^?1. The body-weight normalized exposure dose, however, was the highest for infants, at 3.2 ng·(kg bw)^?1·day^?1.     

周年磷肥旱季集中底施对玉-稻轮作磷肥效应的影响

春玉米-晚稻水旱轮作是近年来南方稻区种植制度变化下出现的新型两熟制模式。明确两季作物间磷肥的合理分配对玉-稻轮作作物产量与磷素利用效率的影响,对玉-稻轮作养分高效与高产协同实现,及丰富对水旱轮作前后季作物养分利用关系的认识具有理论意义。采用春玉米-水稻周年轮作田间试验,根据晚稻季磷肥前移至玉米季做底肥施用的比例及周年施磷量,设置7个磷肥施用处理,分别为两季作物均不施磷(P_0)、两季作物均按常规方法施磷(P_1)、1/3晚稻季磷肥前移(P_2)、2/3晚稻季磷肥前移(P_3)、全部晚稻季磷肥前移(P_4)、全部晚稻季磷肥前移且周年总施磷量减少15%(P_5)、全部晚稻季磷肥前移且周年总施磷量减少30%(P_6),分析了不同施磷处理作物产量、磷素吸收量及磷素利用效率的变化。与P_1相比,P_3与P_4处理显著提高了晚稻花后干物质的分配比例及晚稻产量,且其周年产量分别提高了4.87%和6.74%;P_5处理晚稻产量与P_1处理差异不显著,但P_6显著降低了晚稻产量。晚稻季磷肥前移施用明显促进了玉米及晚稻对磷素的吸收,显著降低了磷素的表观盈余量。与P_1处理相比,P_2、P_3、P_4处理两季作物周年土壤磷素依存率分别减少了11.63%、26.47%与22.08%。从磷肥利用效率看,P_4处理的磷肥周年累积回收效率、农学利用效率、偏生产力及磷肥产量贡献率均显著高于P_1处理,分别提高了102.46%、194.83%、6.73%与176.16%。与P_1处理相比,P_5处理周年磷肥产量贡献率及农学利用效率差异不显著,但分别提高了其磷肥回收效率与偏生产力32.56%和58.05%。玉米季施用的磷肥对晚稻有明显的后效作用,且比晚稻季施用磷肥具有更高的磷肥利用效率。所以在春玉米免耕复种晚稻时,可将晚稻季的磷肥全部前移至玉米季施用,并可减少15%周年施磷量。     

KOH活化花生壳生物质炭对亚甲基蓝吸附性能研究

以花生壳生物质炭(P-BC)为原料,KOH为活化剂,采用化学活化法制得活化生物质炭(K-BC),通过考察对亚甲基蓝的吸附性能,研究了花生壳生物质炭的最佳活化条件,并利用N2吸附-脱附实验、SEM等对最佳活化条件下的生物质炭进行表征。结果表明,K-BC活化的最佳条件为碱炭比为1.5∶1,活化温度为800℃,活化时间为90 min,此时K-BC的比表面积达到597.93 m2/g,总孔容达到0.76 cm3/g。并考察了亚甲基蓝初始浓度、pH等对K-BC吸附亚甲基蓝的影响,随着初始浓度的增加,吸附平衡时间显著延长,亚甲基蓝去除率显著降低;当pH=6时,K-BC对亚甲基蓝的吸附量最大;K-BC对亚甲基蓝的吸附动力学曲线符合伪二阶动力学模型,吸附平衡时K-BC对亚甲基蓝的吸附能力为80~149.95 mg/g。     

3种组合工艺处理农村生活污水

进行了厌氧折流板反应器-垂直潜流人工湿地(ABR-VSFCW)、复合厌氧反应器-水平潜流人工湿地(HAR-HSFCW)、膨胀颗粒污泥床-人工快速渗滤系统(EGSB-CRI)3种组合工艺处理农村生活污水的研究。结果表明,在温度为10~29℃,进水COD为325.3~386.5 mg/L的条件下,3种组合工艺对COD均有较高的处理效果,当厌氧段HRT大于16 h时,3种组合工艺出水COD浓度均达到了我国《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B标准;EGSB-CRI、HAR-HSFCW对TP的去除效果较好,出水TP浓度均达到了我国《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B标准,且显著优于ABR-VSFCW,ABR-VSFCW出水TP浓度达到了二级标准;ABR-VSFCW、HAR-HSFCW、EGSB-CRI出水NH+4-N浓度分别为25.24~42.20、29.59~41.60和9.80~15.35 mg/L,其出水NH+4-N浓度达到了我国《城镇污水处理厂污染物排放标准》(GB 18918-2002)二级标准;3种组合工艺对TN的去除效果无明显差异,去除率仅为23.9%~46.4%。因此,EGSB-CRI对农村生活污水的处理效果最好,HAR-HSFCW次之,ABR-VSFCW较差。