医院低碳经济管理路径探索研究

在建设两型社会的大背景下,我院积极探索低碳经济管理途径,通过实施‘‘四权分离物品管理机制”、全成本核算、打造数字化医院和低碳医疗等手段初步实现了低碳经济管理,并取得了极大的经济效益和社会效益。     

夏季白洋淀有色溶解性有机质（CDOM）光学特性及其来源分析

有色溶解性有机质(CDOM)是可溶性有机质(DOM)中较为重要的组成部分,也是水环境中最大的溶解有机碳贮库.为了揭示典型浅水湖泊—白洋淀夏季CDOM的光学特性、空间异质性和来源,本研究运用三维荧光光谱和紫外-可见光吸光度分析方法结合平行因子数据分析法,分析了夏季淀区CDOM的组成,并探索分析了CDOM的主要来源.结果表明：从光学特性上分析,白洋淀水体中CDOM主要包括C1、C3两种类蛋白质组分和C2、C4两种类腐殖质组分,其中,由内源性产生的C1、C2、C3组分占比较多,体现出白洋淀CDOM来源以内源自生为主的特征;白洋淀水体中CDOM吸光度整体呈现出丰度较高的趋势,α(355)平均达到了38.22 m^-1,光谱斜率(280～500 nm)较低,均值为0.007 nm^-1,这种高丰度低光谱斜率的特征也映证了白洋淀CDOM腐殖化程度较高的特点,根据白洋淀淀泊特征推测其来源主要为芦苇、荷花等水生植物的腐解.不同淀区CDOM分布存在差异,整体呈现出自白洋淀南部和西部向中部、北部、东部递减的空间变化特征,造成这一分布特征的原因可能为相较于白洋淀南部地...     

Statistical analysis of arsenic contamination in drinking water in a city of Iran and its modeling using GIS

In this research, probable arsenic contamination in drinking water in the city of Ardabil was studied in 163 samples during four seasons. In each season, sampling was carried out randomly in the study area. Results were analyzed statistically applying SPSS 19 software, and the data was also modeled by Arc GIS 10.1 software. The maximum permissible arsenic concentration in drinking water defined by the World Health Organization and Iranian national standard is 10 μg/L. Statistical analysis showed 75, 88, 47, and 69% of samples in autumn, winter, spring, and summer, respectively, had concentrations higher than the national standard. The mean concentrations of arsenic in autumn, winter, spring, and summer were 19.89, 15.9, 10.87, and 14.6 μg/L, respectively, and the overall average in all samples through the year was 15.32 μg/L. Although GIS outputs indicated that the concentration distribution profiles changed in four consecutive seasons, variance analysis of the results showed that statistically there is no significant difference in arsenic levels in four seasons.     

清浊分流条件下的混凝-臭氧处理棉针织印染清废水

根据污染源头控制和废水回用的要求,对典型棉针织染整厂的不同生产过程废水排水水质特征进行了统计分析,提出了较实用的废水源头清浊分流方案。在此基础上重点研究了混凝-臭氧组合工艺对清废水处理效果,确定了最优的工艺条件。结果表明,清废水主要为洗水,占废水总量的25%～30%;混凝-臭氧组合工艺的最优工艺条件为：pH为6～9,PAC投加量为48 mg/L,PAM投加量为1.0 mg/L,臭氧接触时间为12 min（臭氧浓度为14.5 mg/L）,这时,清废水COD、色度去除率分别为71%和98%,实践证明,出水水质完全能够满足染整生产。     

纳滤膜深度处理棉针织品印染废水

采用芳香聚酰胺膜(NF-1#)、复合膜(NF-2#)和聚酰胺复合膜(NF-3#)深度处理棉针织品印染废水,考察了膜分离性能及膜污染情况的影响因素。实验结果表明,在操作压力为0.5MPa、废水温度为25~35℃、废水pH为7的条件下,NF-1#膜处理效果最佳,COD去除率最高,为76.0%~85.0%;脱盐率也最高,达90.0%。膜过滤后浓水送污水厂处理,产水回用于车间生产。操作压力增高、废水温度升高和废水pH增大均导致滤饼层阻力(Rc)和膜过滤过程中的总阻力(Rt)增加,Rc是Rt的主要组成部分,同时也是导致膜透过通量下降的主要因素。     

Simultaneous Removal of Nitrate and Natural Organic Matter from Drinking Water Using a Hybrid Heterotrophic/Autotrophic/Biological Activated Carbon Bioreactor

Simultaneous removal of nitrate ([Formula: see text]) and natural organic matter (NOM) from drinking water using a hybrid heterotrophic/autotrophic/BAC bioreactor (HHABB) was studied in continuous mode. The HHABB consisted of three compartments: ethanol heterotrophic part, sulfur autotrophic part, and biological activated carbon (BAC)-part (including anoxic and aerobic sections). Experiments were performed with [Formula: see text] concentration 30?mg N/L, [Formula: see text] loading rate 0.72?kg N/m(3)/d, C?:?N ratio 0.53, and three concentrations of NOM (0.6, 2.6, and 5.7?mg C/L). Overall denitrification rate and efficiency of the HHABB were not affected by NOM concentration and were in the suitable ranges of 0.69-0.70?kg N/m(3)/d and 96.0%-97.7%, respectively. NOM removal at concentration 0.6?mg C/L was not efficient because of organic carbon replacement as soluble microbial products. At higher NOM concentrations, total NOM removal efficiencies were 55%-65%, 55%-70%, and 55%-65% for dissolved organic carbon, trihalomethane formation potential, and UV absorbance at 254?nm (UV(254)), respectively. The more efficient compartments of the HHABB for the removal of NOM were the ethanol heterotrophic phase and aerobic BAC-phase. The efficiency of the HHABB in the removal of NOM was considerable, and the effluent dissolved organic carbon and trihalomethane formation potential concentrations were relatively low. This study indicated that the HHABB without the anoxic BAC-phase could be a feasible alternative for simultaneous removal of [Formula: see text] and NOM from drinking water at full scale.     

Application of electrochemical reactor divided by cellulosic membrane for optimized simultaneous removal of phenols,chromium, and ammonia from tannery effluents

The post treatment of simulated tannery wastewater was evaluated in an electrochemical oxidation process under galvanostatic conditions. A continuous flow reactor divided by a cellulosic membrane consisted of Ti/SnO₂–Sb anodes and iron cathodes was used. Central composite design and response surface methodology (RSM) were applied to investigate the effects of six operational parameters, namely initial concentration of total phenols (TPh), total chromium (TCr), total ammonia nitrogen (TAN), flow rate (Q), current intensity (I), and electrode surface area (A). Effectiveness of the innovative cellulosic membrane was proven by considerable pH variations in the anolyte and catholyte chambers. A faster removal rate was observed for TPh and TAN, followed by TCr. The treatment level was very sensitive to Q and I in the studied ranges. RSM showed the removal efficiencies of 78.14%, 63.42%, and 86.09% for TPh, TCr, and TAN, respectively, are achieved under optimal conditions with consumption of only 9.03 kWh m^?3 electrical energy. Chlorinated compounds such as chloroform, 2,4-dichlorophenol, and chlorobenzene were detected as the degradation intermediates. According to the obtained results, electrolysis in the divided cell with cellulosic membrane is a practical, cost-effective method for advanced treatment of tannery effluents.     

潜叶虫潜道图像分析

为通过潜叶虫潜食叶片所留下的潜道分析其分类、行为和生态,应用Getdata图形数字化软件和R语言,提取线形潜道的数字化图像,并获得各种图像形状参数,如平均转角、转角集中度、分维D、直线度ST、蜿蜒度SN等.结果发现:大多数潜道的平均转角较小(不超过±25.0°),转角集中度较高(>0.600),说明潜食方向大多保持为前进方向;多数潜道的ST在0.010到0.300之间,数值极小,而SN一般都超过0.600,表明多数潜叶昆虫潜道的蜿蜒程度非常大;米楮上两种潜叶蛾的潜道形状参数如D和ST存在显著差异.     

白洋淀沟壕系统水陆交错区生物质磷形态特征研究

利用液相³¹P核磁共振的分析方法,研究了白洋淀水陆交错区中生物质磷（Biogenic-P）的形态特征.结果表明：不同类型水陆交错区磷含量差异较大,水陆交错区中间土壤总磷（TP）含量最高,为1342.81~2444.90 mg·kg^-1;水陆交错区Biogenic-P含量为437.65~1309.20 mg·kg^-1,占TP含量的25.62%~60.26%;使用液相³¹P-NMR技术共检测到7类磷化合物,其中,Biogenic-P共计检测到6种,包括磷酸单酯（Mono-P）、DNA磷（DNA-P）、焦磷酸盐（Pyro-P）、磷脂（Lipids-P）、多聚磷酸盐（Poly-P）和膦酸盐（Phon-P）;水陆交错区Biogenic-P以Mono-P为主,含量为372.94~1086.96 mg·kg^-1,TP含量平均值是全国土壤磷含量平均值的3.41倍;水陆交错区界面土壤与中间土壤相较沉积物和边缘土壤Biogenic-P含量更高;从水陆交错区的中间土壤到沉积物,Biogenic-P含量变化趋势与总有机质（OM）含量变化趋势相反.基于液相³¹P核磁共振技术,本文对白洋淀沟壕系统水陆交错区中Biogenic-P形态特征与分布提出了新的认识,有助于深入理解水陆交错区磷的生物地球化学循环过程,为流域磷输入的控制提供理论支撑.     

梁子湖沉积物重金属污染现状分析及风险评价

采集了梁子湖柱状沉积物,分析了Cd、Sn、As、Cu、V、Zn、Ni、Cr、Co、TI、Pb和Mo 12种重金属元素的含量及空间分布,并对其污染源进行解析,最后对重金属的生态风险作出评价.结果表明,在空间分布上,东部湖区存在严重的重金属污染问题,其中,Cd的平均含量达到0.80 mg·kg~(-1),是湖北省土壤背景值的4.66倍;Sn和As平均含量分别为6.35 mg·kg~(-1)和35 mg·kg~(-1),已经超过湖北省土壤背景值近2倍;在垂直分布上,Cd和Zn在0~20 cm深度上富集现象明显,平均含量分别为0.67 mg·kg~(-1)和116 mg·kg~(-1).富集系数EF值表明,Cd、Sn、As主要来自人为污染.单一重金属潜在生态风险指数Eri值范围在3~140之间,以Cd污染最严重,Eri平均值为140,表现为较重生态风险,其他11种元素均为低等生态风险水平.综合生态风险指数RI值显示,梁子湖整体处于中度污染水平,其中,东部湖区风险程度最大.梁子湖作为武汉市备用水源地,沉积物重金属Cd、Sn、As含量过高将威胁湖水质量,危及水生态安全和人体健康.