Characteristic and mechanism of sorption and desorption of benzene on humic acid

Environmental Science and Pollution Research - The sorption/desorption behaviors of benzene, toluene, ethylbenzene, and xylene (BTEX) on soil organic matter (SOM) have a significant influence on...     

青岛工业与资源灰色关联分析

本文应用灰色关联分析方法研究了青岛地区主导工业对资源的依赖状态及不同工业行业之产出对各类资源投入的反应程度,以灰关联树反映工业经济与资源复合系统之整体及不同层次子系统的耦合关系,定量揭示工业经济效益主导变量与各类资源变量的动态联系,从资源高效利用的角度探讨了青岛工业产业结构调整和优化的方向及区域经济与环境效益相协调的可能途径。     

Phosphate recovery with granular acid-activated neutralized red mud: Fixed-bed column performance and breakthrough curve modelling

Granular acid-activated neutralized red mud (AaN-RM) has been successfully prepared with good chemical stability and physical strength. However, its potential for industrial application remains unknown. Therefore, the performance of granular AaN-RM for phosphate recovery in a fixed-bed column was investigated. The results demonstrated that the phosphate adsorption performance of granular AaN-RM in a fixed-bed column was affected by various operational parameters, such as the bed depth, flow rate, initial solution pH and initial phosphate concentration. With the optimal empty-bed contact time (EBCT) of 24.27 min, the number of processed bed volumes and the phosphate adsorption capacity reached 496.95 and 84.80 mg/g, respectively. Then, the saturated fixed-bed column could be effectively regenerated with a 0.5 mol/L HCl solution. The desorption efficiency remained as high as 83.45% with a low weight loss of 3.57% in the fifth regeneration cycle. In addition, breakthrough curve modelling showed that a 5-9-1 feed-forward artificial neural network (ANN) could be effectively applied for the optimization of the fixed-bed adsorption system; the coefficient of determination (R²) and the root mean square error (RMSE) evaluated on the validation-testing data were 0.9987 and 0.0183, respectively. Therefore, granular AaN-RM fixed-bed adsorption exhibits promising potential for phosphate removal and recovery from polluted water.     

Mechanism and catalytic performance for direct dimethyl ether synthesis by CO2 hydrogenation over CuZnZr/ferrierite hybrid catalyst

Direct synthesis of dimethyl ether(DME) by CO_2 hydrogenation has been investigated over three hybrid catalysts prepared by different methods:co-precipitation,sol-gel,and solid grinding to produce mixed Cu,ZnO,ZrO_2 catalysts that were physically mixed with a commercial ferrierite(FER) zeolite.The catalysts were characterized by N_2 physisorption,X-ray diffraction(XRD),transmission electron microscopy(TEM),X-ray photoelectron spectroscopy(XPS),temperature programmed desorption of CO_2(CO_2-TPD),temperature programmed desorption of NH_3(NH_3-TPD),and temperature programmed H2 reduction(H_2-TPR).The results demonstrate that smaller CuO and Cu crystallite sizes resulting in better dispersion of the active phases,higher surface area,and lower reduction temperature are all favorable for catalytic activity.The reaction mechanism has been studied using in situ diffuse reflectance infrared Fourier transform spectroscopy(DRIFTS).Methanol appears to be formed via the bidentate-formate(b-HCOO) species undergoing stepwise hydrogenation,while DME formation occurs from methanol dehydration and reaction of two surface methoxy groups.     

京津冀城市群二氧化碳排放达峰研究

基于IPCC排放因子方法建立了2015—2019年京津冀城市群地级城市CO₂排放清单,基于经济增长与CO₂排放关系的脱钩系数法,得到京津冀城市群13个地级以上城市的脱钩情况,结合历史CO₂排放和脱钩情况提出的京津冀城市群达峰判别方法,对京津冀城市群地级以上城市CO₂排放达峰情况进行了判断。结果表明:近5年来,保定、张家口、秦皇岛、邢台、沧州、廊坊、衡水7市碳排放量暂未达到峰值状态;北京、天津、石家庄、承德、邯郸、唐山6个城市已经处于CO₂排放达峰状态。建议已经具备达峰条件的城市抓紧开展达峰行动方案,制定CO₂排放达峰目标。     

关于在长江经济带布局以水质改善为目标的流域生态缓冲体系的思考

生态缓冲带能够有效减缓流域内的人类活动或自然过程对水环境和水生态系统的影响.在长江经济带构建流域生态缓冲体系,对长江生态保护修复具有十分重要的意义.讨论了构建流域生态缓冲体系涉及的生态缓冲带位置选择、缓冲体系所占最低面积比率、宽度划定等一些基本的原则要求;利用卫星遥感影像数据,提取各汇水单元的地形特征、土地利用类型特征、土壤类型、土壤侵蚀强度、水文水系等数据,对长江经济带流域生态缓冲体系进行布局.结果表明:①长江经济带内林草地是主要土地利用类型,占区域总面积的62.46%,但是分布很不均匀,主要集中在西部高地和中下游的丘陵地带,在人口密集、农田密集的区域分布偏少;城镇用地主要集中在长江中下游地区.②土壤类型空间差异显著,浙江省、江苏省、湖南省、江西省及安徽省大部分区域的土壤多是黏性比较大,污染物迁移能力较低;而污染物迁移能力较强的砂质土或者土层较薄的山地草甸土主要分布在四川省北部、西北部.水力侵蚀、风力侵蚀和冻融侵蚀均有分布,且以水力侵蚀为主,建议在中度及以上侵蚀强度区域尽量减少污染源,重点布置缓冲带,增加该区域的缓冲力度.③长江经济带范围内可以利用的中小型湿地、小型河流支浜的面积至少有1.4×104 km2,再结合林草缓冲带,就可以形成一个生态缓冲体系.④在土地利用类型分布结果基础上,叠加土壤侵蚀强度和水系分布,将污染源区、中度及以上侵蚀强度区、水体区作为缓冲对象,建立缓冲体系的重点区域,总面积约14.26×104 km2,占长江经济带总面积的6.95%.对照欧美地区的研究,6.95%的缓冲体系面积占比是偏低的,需要在长江经济带开展深入研究来确定适宜的缓冲体系面积比,推进长江经济带流域生态缓冲体系的构建.      

基于地形位置指数的赤水河流域植被时空变化研究

地形因子和植被覆盖是区域灾害评价的关键指标,也是山区型村镇建设生态安全评估的重要内容.为探析山区型村镇建设的生态约束条件,以赤水河流域为研究对象,基于1998—2018年SPOT_VGT NDVI数据,利用地形位置指数（Topographic Position Index,TPI）和坡度位置指数方法,研究了赤水河流域植被生长季NDVI时空变化及地形分异特征.结果表明:①赤水河流域内,1998—2018年植被生长季平均NDVI呈缓慢上升趋势,斜率为0.004 7;NDVI>0.60的集中连片区域主要分布在古蔺县北部、赤水市大部和习水县西北部,占赤水河流域总面积的8.42%;Sen's slope在0.009~0.015区间时,赤水河流域植被生长增强趋势最明显,主要集中分布在赤水河中上游、二道河以及下游的大同河干流地区.②TPI在-39.4~34.3区间的面积最多,为6 221.63 km2,占赤水河流域总面积的34.05%;将赤水河流域坡度类型划分为山脊、上坡、中坡、平坡、下坡、山谷6个坡度位置类型,其中,中坡面积（7 792.02 km2）最大,占流域总面积的42.64%,表明TPI数值较小且坡度大于5°的区域是赤水河流域地形主体.③赤水河流域植被在山脊的平均NDVI最高,为0.747,且山脊平均Sen's slope最高,为0.007 2;山谷平均NDVI最低,为0.709.研究显示,赤水河流域植被分布在118.5~486.9的TPI区间或分布在山脊处时整体生长较好,且生长增强趋势最明显.      

辽东湾近岸海域沉积物石油类分布特征及污染状况

利用2015年－2017年海洋环境监测数据,对辽东湾近岸海域沉积物石油类含量时空分布状况进行阐述,对其污染状况进行分析,对其污染来源进行讨论。研究结果表明,2015年－2017年辽东湾近岸海域沉积物石油类含量范围为1.5×10?6~2790.0×10?6,中位值为62.7×10?6。2015年－2017年辽东湾海洋功能区内沉积物石油类含量的总中位值大小顺序（前三位）为港口航运区>保留区>农渔业区。2015年－2017年辽东湾海洋功能区内沉积物石油类站位总超标率大小顺序（前四位）为工业与城镇用海区>保留区>农渔业区>港口航运区。石油类主要产生于港口航运区、工业与城镇用海区沿岸、保留区沿岸、农渔业区等生产活动较为频繁的区域。