晋西北地区土地沙漠化时空格局及其驱动因素

利用晋西北地区1975,1991,2000,2015,2019年遥感影像,采用转移矩阵模型、重心迁移模型和主成分分析法,研究晋西北地区土地沙漠化的时空变化及其驱动机制.结果表明：土地沙漠化面积在时间上呈现先增加、后减少的动态趋势,其中1975~1991年沙漠化土地面积增加1495.10km²,非沙漠化土地转移为轻度沙漠化土地面积最大（1506.12km²）;1991~2000年沙漠化土地面积增加689.09km²,轻度沙漠化土地转移为中度沙漠化土地面积最大（11098.72km²）;2000~2015年沙漠化土地面积减少2365.85km²,中度沙漠化土地转移为轻度沙漠化土地面积最大（10569.56km²）;2015~2019年沙漠化土地面积减少1931.39km²,轻度沙漠化土地转移为非沙漠化土地面积最大（1909.93km²）.空间上呈现先偏南、后偏西北的迁移趋势,其中1975~1991年、1991~2000年沙漠化土地重心总体上偏南方向迁移,重度沙漠化土地重心迁移距离最大,分别为19.26,20.06km;2000~2019年沙漠化土地重心向西北迁移,轻度沙漠化土地重心迁移距离最大,为30.29km.1975~2019年晋西北地区土地沙漠化动态变化是自然因素和人为因素共同作用的结果,人口数量和牲畜数量是影响沙漠化土地变化的主要人为因素,大风日数是影响沙漠化土地变化的主要自然因素.     

基于RSM模型对污泥联合调理的参数优化

研究了CaO、PAFC联合表面活性剂(1227)预处理对污泥脱水性能的影响,以污泥滤饼含水率(WC)和毛细吸水时间(CST)作为评价指标进行单因素实验,得出药剂投加量的最佳范围.然后通过以响应曲面优化法(RSM)为依据的Box-Behnken实验,建立了滤饼含水率和CST减少率二次多项式预测模型,进而得到联合调理的最佳工艺参数.结果表明,联合调理能够明显提高污泥的脱水性能,CaO、PAFC和1227的最佳药剂量分别为42.00,60.40,80.89mg/g,此条件下滤饼含水率为(68.30±0.26)%,CST减少率为(87.30±0.32)%.同时,在最优条件下进行了验证实验,结果与模型预测值基本吻合,表明基于响应曲面法所得的最佳工艺参数准确可靠,对相关污泥处理及条件优化具有一定的指导意义.     

Treating wastewater under zero waste principle using wetland mesocosms

• Smart wetland was designed to treat wastewater according to zero waste principle. • The system included a dynamic roughing filter, Cyperus papyrus (L.) and zeolite. • It removed 98.8 and 99.8% of chemical and bacterial pollutants in 3 days. • The effluent reused to irrigate a landscape and the sludge recycled as fertilizer. • The plant biomass is a profitable resource for antibacterial and antioxidants. The present investigation demonstrates the synergistic action of using a sedimentation unit together with Cyperus papyrus (L.) wetland enriched with zeolite mineral in one-year round experiment for treating wastewater. The system was designed to support a horizontal surface flow pattern and showed satisfactory removal efficiencies for both physicochemical and bacteriological contaminants within 3 days of residence time. The removal efficiencies ranged between 76.3% and 98.8% for total suspended solids, turbidity, iron, biological oxygen demand, and ammonia. The bacterial indicators (total and fecal coliforms, as well as fecal streptococci) and the potential pathogens (Escherichia coli, Staphylococcus aureus, and Pseudomonas aeruginosa) showed removal efficiencies ranged between 96.9% and 99.8%. We expect the system to offer a smart management for every component according to zero waste principle. The treated effluent was reused to irrigate the landscape of pilot area, and the excess sludge was recycled as fertilizer and soil conditioner. The zeolite mineral did not require regeneration for almost 36 weeks of operation, and enhanced the density of shoots (14.11%) and the height of shoots (15.88%). The harvested plant biomass could be a profitable resource for potent antibacterial and antioxidant bioactive compounds. This could certainly offset part of the operation and maintenance costs and optimize the system implementation feasibility. Although the experiment was designed under local conditions, its results could provide insights to upgrade and optimize the performance of other analogous large-scale constructed wetlands.     

Microbial responses to the use of NaClO in sediment treatment

• Chlorine addition enhanced the release of TOC, TN from the sediment. • Chlorine has a long-term negative effect on microbial richness. • Usually enzymes lose activity, and expression of genes was downregulated. • Carbon degradation and nitrification might be strongly inhibited. Chlorine is often used in algal removal and deodorization of landscape waters, and occasionally used as an emergency treatment of heavily polluted sediments. However, the ecological impact of this practice has not been fully studied and recognized. In this study, NaClO at 0.1 mmol/g based on dry weight sediment was evenly mixed into the polluted sediment, and then the sediment was incubated for 150 days to evaluate its microbial effect. Results showed that NaClO addition enhanced the release of TOC, TN, Cr and Cu from the sediment. The microbial richness in the examined sediment decreased continuously, and the Chao1 index declined from 4241 to 2731, in 150 days. The microbial community composition was also changed. The abundance of Proteobacteria and Bacteroidetes increased to 54.8% and 4.2% within 7 days compared to the control, and linear discriminant analysis (LDA) showed gram-negative bacteria and aerobic bacteria enriched after chlorination. The functional prediction with PICRUSt2 showed the functions of the microbial community underwent major adjustments, and the metabolic-related functions such as carbon metabolism, including pyruvate and methane metabolisms were significantly inhibited; besides, 15 out of 22 analyzed key enzymes involved in C cycling and 6 out of 12 key enzymes or genes involved in N cycling were strongly impacted, and the enzymes and genes involved in carbon degradation and denitrification showed remarkable downregulation. It can be concluded that chlorination posed a seriously adverse effect on microbial community structure and function. This study deepens the understanding of the ecological effects of applying chlorine for environmental remediation.     

不同类型竹种光合特性的比较研究

光合作用是植物生长和物质积累的基础,其光合特性是高光效竹种选育的重要生理指标。为了更好开发利用我国丰富的竹种资源,确定不同类型竹种的光合性能,掌握其合成有机同化物的能力是必须探索的一个重要问题。文章采用Li-6400光合测定仪,通过对不同地下茎类型的6个竹种光合参数和光响应的测定分析,进一步探讨不同类型竹种存在差异的生理基础,以期对不同类型竹种的选育和经营管理提供依据。试验结果表明:不同竹种净光合速率(Pn)差异显著,大木竹Bambusa wenchouensis(Wen)Q.H.Dai的净光合速率最高,Pn值平均达到8.379μmol·m-2·s-1,毛竹Phyllostachys heterocycla cv.pubescens和雷竹P.praecox cv.prevernalis次之,斑苦竹Arundinaria oleosa和苦竹Pleioblastus amarus最低,总体呈现丛生竹>散生竹>混生竹的趋势,1～2 a生竹净光合速率高于3～4 a生竹,但没有显著差异。气孔导度(Cond)、胞间C02浓度(Ci)、蒸腾速率(Tr)综合说明丛生竹的光合固碳能力最强,其中蒸腾速率与气孔导度与净光合速率关系最为紧密,是影响净光合速率的主导因子。光响应曲线表明当光强刚开始增强时,各竹种间差异较小,但随着光强的继续增加,不同竹种出现很大的差异,其中绿竹Dendrocalamus.oldhami(Munro)Keng的潜在光合能力最高,远高于其他竹种,同样表现为丛生竹>散生竹>混生竹,进一步说明丛生竹种较强的光合固碳能力,从而为今后不同类型竹种,尤其是优良丛生竹种的筛选和开发利用提供理论参考。     

微生物絮凝剂与聚合氯化铝复配处理涂料废水的响应面优化

采用响应面分析法对聚合氯化铝(PAC)与污泥生产的微生物絮凝剂复配处理涂料废水的过程进行了优化,设定的响应值为COD和色度去除率。实验分别拟合了关于COD去除率和色度去除率的二次模型,根据响应值的分布情况,确定涂料废水的最佳絮凝条件为微生物絮凝剂浓度47 mg/L,PAC浓度39 mg/L,pH为8.2,CaCl2浓度0.38 g/L,搅拌速度210 r/min。最佳絮凝条件下,微生物絮凝剂对涂料废水中COD和色度的去除率分别达到77.6%和68.9%。     

响应曲面法优化絮凝处理木薯淀粉废水

采用中心复合实验设计和响应面分析法研究复合絮凝剂聚合氯化铝锌(PAZC)和聚合氯化铝(PAC)混凝处理木薯淀粉废水,进行设计和分析,以溶液pH值和絮凝剂用量为考察因素,分别以COD、浊度去除率为考察指标,选用最佳优化数学模型描述考察指标和考察因素之间的数学关系,并以设定PAZC和PAC对COD去除率(65%),浊度去除率(90%)和SS去除率(90%)的目标值,通过等高线叠加图预测最优实验条件,得到PAZC投量为6.5 mg/L,pH为7.7时,COD去除率和浊度去除率分别达到最大为76.6%和99.9%;PAC投量为19.2 mg/L,pH为7.8时,COD去除率和浊度去除率最大值分别为64.4%和97.1%。经对最优条件进行验证,预测值与验证实验平均值接近。     

再入飞行力热环境预测与试验技术研究进展

总结了近5年来再入飞行力热环境预测与试验技术的研究进展.针对高速绕流流场引起的宽频声振环境和瞬态热环境,调研了国内外在上述环境的数值模拟预测、等效模拟试验和试验观测方面的最新研究情况和目前仍面临的难点问题.重点介绍了中物院总体所围绕再入飞行力热环境预测与试验方面开展的研究工作和已取得的部分研究成果.提出了后续研究方向和...     

基于损伤等效的振动疲劳试验载荷转换

目的使用简谐激励替代随机平直谱激励进行振动疲劳试验。方法利用有限元仿真计算某典型铝合金试验件在简谐激励和随机平直谱激励下的疲劳寿命,分析2种工况下试验件寿命相等时激励的等效关系。进行一组定频激励试验和一组谱激励试验,对比试验结果,验证在某典型铝合金试验件上利用简谐激励替代随机平直谱激励进行振动疲劳试验的可行性。结果通过试验与仿真技术,对2024-T4铝合金试验件在一定频率非共振简谐激励和随机平直谱激励作用下的振动疲劳寿命规律进行研究,得出了不同激励作用下试验件寿命相同时载荷的等效关系。结论基于损伤等效,工程中可以使用简谐激励代替随机平直谱激励进行振动疲劳试验,从而解决了一类振动疲劳试验加载困难的问题,实现振动疲劳的试验加速。     

基于GIS的长沙市洪涝灾害风险动态评估

运用GIS技术的空间分析与建模功能构建洪涝灾害风险评估模型,以长沙市地理基础数据、遥感数据、气象水文、社会统计数据为基础,从洪涝灾害的危险性、暴露性、敏感性三个角度出发,对长沙市洪灾风险进行动态评价.结果表明：与1994年相比,2010年长沙市洪灾敏感性有所增加,暴露性上升,洪灾风险增大;从空间分布上看,长沙市区及望城区由于地势平坦,湘江干流贯穿其中,加之经济发达,因而洪灾风险较高;而西部的宁乡县和东部的浏阳市洪灾风险较低;提出了有针对性的防洪措施.该评价结果与实际情况相符,可为洪灾风险管理与决策提供科学依据.