长江三角洲地区机场体系基础设施效率的时空演化

机场效率评价与分析是相关学者关注的热点。采用DEA方法,以长江三角洲地区机场体系为实证,以基础设施的投入与产出为关注点,探讨2000~2014年间机场效率的时空演化及其影响因素。结果表明：研究期间长三角地区机场体系基础设施效率总体较低,空间上呈南高北低,东高西低特征;在时空演化上,基础设施效率呈提升态势,机场间的差异性呈降低趋势,各机场演化过程具有明显差别,但总体上效率高的机场,其演化过程中变异系数较低,反之亦然;近15a来机场基础设施效率的差异性演化并未引起区域空间格局大的变动,但江苏沿海地区的机场效率优势正在逐步形成。通过效率分解,发现规模效率是影响长三角地区机场体系综合技术效率的主要原因,正是规模效率的低下引致了综合技术效率低下。机场基础设施效率及其演化是机场自身发展状况（内在因素）的综合反映,同时深受区域发展水平、机场竞争态势以及机场交通区位等诸多外部因素影响。最后,讨论了提升长三角地区机场体系基础设施效率的可能路径。     

g-C_3N_4/C@Bi_2MoO_6复合光催化剂的制备及其光催化活性

通过水热合成法和液相沉积法制备g-C_3N_4/C@Bi_2MoO_6复合光催化剂,并采用X射线衍射、扫描电子显微镜、氮气吸脱附、紫外-可见漫反射等技术对其进行表征。研究了可见光下g-C_3N_4/C@Bi_2MoO_6催化降解罗丹明B(Rh B)的影响因素,并对其光催化反应机理进行初步探讨。实验结果表明:g-C_3N_4掺杂量为60%(w)时g-C_3N_4/C@Bi_2MoO_6的光催化活性最高;在60%g-C_3N_4/C@Bi_2MoO_6的投加量为1.00 g/L、初始Rh B质量浓度为2.50 mg/L、可见光照射150 min的条件下,Rh B的降解率达到97.90%;在g-C_3N_4/C@Bi_2MoO_6光催化降解体系中,h~+和·O_2~-是主要活性物种。     

Spatial simulation and LCA evaluation on the plastic waste recycling system in Tianjin

With the rapid economic development in China, the amount of plastic waste (PW) generated has greatly increased and much of the waste is currently not treated. To reduce greenhouse gas (GHG) emissions from recycling of PW, we estimated the PW flow and considered methods to improve the household PW recycling system in Tianjin by adjusting processes during transportation and establishing a PW recycling factory in Zi’ya Industrial Park. The goal of the study was to identify reasonable improvements for the recycling system and clarify the environmental load. Geographic information system (GIS) technology was used to simulate transport processes for comparing GHG emissions from the transport processes between the present case and an improved case. Life cycle assessment (LCA) was used to compare GHG emissions between a projected scenario and a baseline scenario. Estimated GHG emissions during transport processes in the improved case were reduced by about 12,197 t CO₂ eq per year compared to the present case, equivalent to about 65.9 % of the total emissions in the present case. GHG emissions in the projected scenario were about 101,738 t CO₂ eq less per year than the baseline scenario, equivalent to about 75.5 % of the total emissions in the baseline scenario.     

基于生态位理论的京津冀城市生态文明评价

生态文明评价体系是明确生态文明建设现状、定位生态文明建设存在问题的关键。从城市群视角出发引入生态位理论,界定生态文明位内涵,构建涵盖社会子系统生态位—经济子系统生态位—资源环境子系统生态位共29项指标的城市生态文明评价指标体系,并提出相对生态文明位和生态经济指数的二维模型,测算京津冀城市群6个案例城市在2007—2011年的生态文明建设水平、趋势以及地位。结果显示,2011年北京生态文明水平(相对生态文明位)最高,邢台生态文明水平最低,石家庄、秦皇岛、承德、天津生态文明水平分别排名第2、第3、第4、第5。2007—2011年,北京、承德、邢台生态文明水平呈现波动下降趋势,而秦皇岛、石家庄、天津呈现小幅上升趋势;但生态经济指数测算显示,北京的经济社会发展对于生态资源环境的占用消耗大,承德有较好的经济发展潜力。并基于该二维模型,将京津冀城市生态文明建设分为4种类型:发展失衡型、相对和谐型、高质量发展型、资源环境优势型,分别确定城市生态文明建设重点,为京津冀协同发展提供了指导依据。     

厌氧系统中碱处理对污泥减量的影响

碱解预处理污泥和原污泥按一定比例进行混合后,投入厌氧反应器中进行消化,研究其对污泥减量化的影响。结果表明,该处理既可以提高污泥减量率,又能改善污泥厌氧消化性能,提高污泥产气量。当碱处理污泥和原污泥混合比为1∶3时,在混合初期由于稀释作用和水解中和作用,溶液的pH能迅速恢复到中性。SS减少48%,较对照组提高了10%;SCOD减少约80%,较对照组提高20%,而空白对照组因未发生溶胞作用,各参数值均处于较低水平,降解率也维持在较低水平。     

石墨气体扩散电极的制备与性能优化

电极的制备工艺及参数直接影响电极材料的活性。主要考察了C/PTFE质量比、碾压压力、煅烧温度、造孔剂NH4HCO3及稀土掺杂等因素对电极产出H2O2的影响规律。研究结果表明,电极最佳制备条件为:石墨和PTFE质量比为2∶1、石墨、造孔剂和稀土元素质量比为6∶1∶1、碾压压力10 MPa、煅烧温度330℃。在pH=3、电解质Na2SO4浓度为0.05mol/L条件下,电解2 h后,改性电极产生的H2O2从95 mg/L提高到350 mg/L,提高了268.4%。     

酸性洗涤塔-生物滤塔-生物曝气池组合工艺处理恶臭气体NH3和H2S

采用酸性洗涤塔、生物滤塔和生物曝气池的组合工艺处理NH3、H2S恶臭混合气体,研究表明,该组合工艺对NH3和H2S有很好的去除效果,在进气流量为35 L/min,喷淋量45 L/h时,NH3进气浓度50.15~525.4 mg/m3,H2S进气浓度10.23~110.36 mg/m3时,NH3单一进气去除率稳定在99%以上,H2S单一进气去除率90%以上。混合进气后,NH3去除率几乎为100%,H2S的去除率提高至98%以上。在一定的浓度范围内,NH3和H2S之间的相互作用对两者的去除效果没有明显的影响,而且起到了相互促进降解的作用。同时,进气流量和填料层高度都会影响NH3、H2S的去除率。系统对进气容积负荷变化的缓冲能力强,在偶尔超负荷条件下运行并不能使系统崩溃,并且微生物对高负荷逐渐表现出适应性。大部分溶于水的氨由生物曝气池去除,去除率达到96.9%。     

水泥窑共处置过程中水泥生料对砷的吸附/冷凝特性

针对水泥生料开展了氮吸附与SEM测试分析,研究了水泥生料的比表面积,孔径结构和微观表面积。同时,利用管式回转炉和控温立式炉联用装置研究了砷元素在水泥生料上的吸附冷凝特性。结果表明,水泥生料的比表面积很小,微观表面结构致密无孔,砷元素主要是冷凝在生料表面上。进入吸附冷凝炉的重金属可以分为3部分,第1部分冷凝在管壁上,占80%左右;第2部分吸附/冷凝在生料上,占10%左右;第3部分随烟气释放到空气中,不到10%。水泥生料对砷的吸附冷凝量随时间的增加而增加,随温度的升高而降低。水泥生料对砷的吸附冷凝特性可用双常数速率方程拟合,拟合效果较好,计算得表观活化能在6~7 kJ/mol之间。此外,砷的初始浓度对水泥生料的吸附冷凝特性影响很小。     

羧酸盐型双子表面活性剂的合成及性能研究

以月桂酰氯、乙二胺与丁二酸酐为原料合成了一种羧酸盐型双子(gemini)表面活性剂。采用IR、1 HNMR对中间产物和目标产物进行结构表征,并考察了合成所得羧酸盐型gemini表面活性剂的表面活性。结果表明:合成产物即为目标产物。合成产物的临界胶束浓度为0.027mmol/L,比普通单链表面活性剂低2～3个数量级,表面张力最低可降至29.5mN/m。     

Second-order chlorine decay and trihalomethanes formation in a pilot-scale water distribution systems

It is well known that model-building of chlorine decay in real water distribution systems is difficult because chlorine decay is influenced by many factors (e.g., bulk water demand, pipe-wall demand, piping material, flow velocity, and residence time). In this paper, experiments were run to investigate the kinetic model of chlorine decay and the formation model of trihalomethanes (THMs) in pilot-scale water distribution systems. Experimental results show that the rate constants of chlorine decay, including wall decay and bulk decay, increasing with temperature. Moreover, the kinetic model of chlorine decay and the formation model of THMs describe experiment data of pilot-scale water distribution systems. The effect of different piping material on chlorine decay and THMs formation were also investigated. The rate constants of chlorine decay are ranked in order: stainless steel pipe, ductile iron pipe, and last, polyethelene pipe because wall decay is the largest in stainless steel pipe than that in other piping material. Correspondingly, the rate of THMs formation follows the order of stainless steel pipe, ductile iron pipe, and last, polyethelene pipe because of less chlorine in bulk water reacting with the trihalomethane formation potential (THMFP).