新型黏弹性阻尼器温度相关性试验研究

黏弹性材料的力学性能和耗能能力会随着温度上升而呈现负指数趋势,从而导致黏弹性阻尼器在温度差异较大、有高附加刚度需求的工程中难以应用。针对此现象,在传统黏弹性阻尼器中增加芳纶网眼织物制成新型黏弹性阻尼器的缩尺试样,并研究环境温度变化对新型阻尼器力学性能和耗能能力的影响规律及特征。结果表明在黏弹性阻尼器中增加芳纶网眼织物能显著提高其力学性能和耗能能力,在不同环境温度下,两类阻尼器的滞回曲线具有相似性,可通过此特性实现不同温度下滞回曲线的相互转换。     

富水红砂岩地层隧道联络通道冻结温度场分布规律及其敏感性分析*

为了明确富水红砂岩地层中冻结温度场的影响因素,研究温度场的发展和分布规律,以兰州地铁2号线定西路站到五里铺站之间的隧道联络通道为研究背景,建立三维瞬态温度场有限元模型对冻结加固过程进行模拟,通过数值模拟和实测数据对比验证模型的准确性进而分析土体密度、导热系数、比热容的变化对温度场发展的影响。通过灰色关联分析法,得到各土体参数对温度场发展的影响程度。研究结果表明:冻结孔越密集,形成的冻结帷幕越厚,冻结壁温度越低;随着导热系数增大,形成的冻结壁温度降低,随着土体密度和比热容增大,形成的冻结壁温度升高;影响温度场温度的各参数灰色关联度排序为:比热容>密度>导热系数;当各参数分别增大30%时,温度场温度变化程度排序为:密度>导热系数>比热容。研究结果可为类似地质冻结工程的设计施工及土体改良提供参考依据。     

利用超声波CT的容器内温度测量

本研究的目的是建立一种应用超声波CT原理测量容器内温度分布的非破坏性检测方法.为了详细描述超声波穿过铝管的传播过程(铝管内装满水),基于FDM(有限差分方法)编制的计算机源码用于计算机模拟,计算模拟结果与测定的超声传播时间相当吻合.同时,建立了一套温度测量的实验装置,以测定管道内的平均温度和温度分布,在温度分布测量中,CT技术被用于测量管道内的对称温度分布.结果显示整个测定系统的测量误差不超过±2度.     

含湿量对混凝土结构抗火性能试验影响的探讨

较大含湿量是试验用混凝土结构的一个主要特点。根据火灾试验的特点,在大量调研的基础上,结合作者在试验中的经验教训,对含湿量对混凝土结构抗火性能试验的影响做了阐述,这些影响有关于材料性能的,有关于温度场分布的,有关于混凝土爆裂的,有关于结构变形的,有关于结构耐火极限的。重点分析了含湿量对结构变形的影响,讨论了一些有价值的建议和研究方向,对今后混凝土结构抗火性能试验有较大的借鉴意义。     

Successful Treatment of Low PAH-Contaminated Sewage Sludge in Aerobic Bioreactors (7 pp) *

Background, Aims and Scope Polycyclic Aromatic Hydrocarbons (PAHs) are known for their adverse and cumulative effects at low concentration. In particular, the PAHs accumulate in sewage sludge during wastewater treatment, and may thereafter contaminate agricultural soils by spreading sludge on land. Therefore, sludge treatment processes constitute the unique opportunity of PAH removal before their release in the environment. In this study, the ability of aerobic microorganisms to degrade light and heavy PAHs was investigated in continuous bioreactors treating trace-level PAH-contaminated sludge. Methods Several aerobic reactors were operated under continuous and perfectly mixed conditions to simulate actual aerobic sludge digesters. Three sterile control reactors were performed at 35°C, 45°C or 55°C to assess PAH abiotic losses under mesophilic and thermophilic conditions. Three biological reactors were also operated at 35°C, 45°C or 55°C. Furthermore, 250 mM methanol were added in an additional mesophilic reactor (35°C). All reactors were fed with long-term PAH-contaminated sewage sludge, and PAH removal was assessed by inlet/outlet mass balance. In this study, PAH compounds ranged from 2 to 5-unsubstituted aromatic rings, i.e. respectively from Fluorene to Indeno(123cd)pyrene. Results and Discussion Significant abiotic losses were observed for the lightest PAHs (fluorene, phenanthrene and anthracene), while biodegradation occurred for all PAHs. More than 80% of the lightest PAHs were removed. Biodegradation rates inversely correlated with the increasing molecular weight, and seemed limited by the low bioavailability of the heaviest PAHs (only 50% of removal). The enhancement of PAH bioavailability by increasing the process temperature or adding methanol was tested. A temperature increase from 35°C to 45°C and then to 55°C significantly enhanced the biodegradation of the heaviest PAHs from 50% to 80%. However, high abiotic losses were observed for all PAHs at 55°C, which was attributed to volatilization. Optimal conditions were found at 45°C considering the low abiotic losses and the high PAH biodegradation rates. Similar performances were achieved by addition of methanol in the sludge. It was concluded that increasing temperatures or addition of methanol favored PAH diffusion from solids to an aqueous compartment, and enhanced their bioavailability to PAH-degrading microorganisms. Conclusion In this study, the use of long-term acclimated aerobic ecosystems showed the high potential of aerobic microorganisms to degrade a wide range of PAHs at trace levels. However, PAH biodegradation was likely controlled by their low bioavailability. Two aerobic processes have been finally proposed to achieve efficient decontamination of sewage sludge, at 45°C or in the presence of methanol. The PAH concentrations in reactor outlet were lower than the French requirements, and allow the treated sludge to be spread on agricultural land. Recommendations and Outlook The two proposed aerobic processes used physical or chemical diffusing agents. The global ecological impact of using the latter agents for treating trace level contamination must be considered. Since methanol was completely removed during the process, no additional harm is expected after treatment. However, an increase of temperature to 45°C could drastically increase the energy demand in full-scale plants, and therefore the ecological impact of the process. Moreover, since bioavailability controls PAH biodegradation, efficiency of the processes could also be influenced by the hydraulic parameters, such as mixing and aeration rates. Further experimentations in a pilot scale are therefore recommended, as well as a final assessment of the global environmental benefit of using such aerobic processes in the bioremediation of trace level compounds. - Abbreviations (PAHs): Ant – anthracene; B(a)A – benzo(a)anthracene ; B(b)F – benzo(b)fluoranthene; B(k)F – benzo(k)fluoranthene; B(ghi)P – benzo(g,h,i)perylene; B(a)P – benzo(a)pyrene; Chrys – chrysene; DB – dibenzo(a,h)anthracene; Fluor – fluoranthene; Fluo - fluorene; Ind – indeno(1,2,3-c,d)pyrene; Phe - phenanthrene; Pyr – pyrene - * The basis of this peer-reviewed paper is a presentation at the 9th FECS Conference on 'Chemistry and Environment', 29 August to 1 September 2004, Bordeaux, France.     

向家坝水库水温时空特征及其成因分析

水温是水环境评价的重要因子之一,其对水生态系统中的物理、化学和生物过程起着重要作用。为了分析向家坝水库运行期内的水温分布特征及其成因,本文建立CE-QUAL-W2立面二维水温模型,并基于2014年野外原位监测水温数据对模型可靠性进行了验证,应用其对水温分布进行数值模拟。研究发现向家坝水库水温存在季节性垂向分层,4~6月中上层水体(水深0~60 m)受入流水温和气温回升影响迅速升温,表底温差达10℃,垂向分层加剧;7、8月水库泄洪加快了库区水体交换,底层水温迅速升高,中间等温层水体厚度增加,表底温差减小在2℃内,9月以后表底温差进一步缩小,垂向水温分层逐渐消失。通过分析发现:气象要素、入流水温、电站取水口高程、泄洪方式成为影响向家坝水温分布的主要因素。入流水温的变化只影响水库水温波动范围,对其垂向分层结构影响较低;表层水温受气象条件影响显著;取水口高程和泄洪方式决定了水温的垂向结构。     

耕作方式对华北冬小麦田土壤微生物生物量碳分布特征的影响

土壤微生物生物量碳（SMBC）反映了土壤有机碳（SOC）情况,其值大小代表了土壤肥力的高低,研究不同耕作方式SMBC的变化特征及其影响因素具有重要意义。试验于2001年在中国科学院栾城农业生态系统实验站开始,试验设置翻耕（CT）、旋耕（RT）、免耕（NT）三个处理。利用熏蒸提取-容量分析法研究了不同耕作处理2007～2008年冬小麦生育期的SMBC分布特征及影响因素。结果表明SMBC具有时空变化特征：在冬小麦生育期中,各SMBC处理均随着时间波动起伏,并在小麦返青期和扬花期达到峰值;空间分布上SMBC含量随土壤深度的增加而降低。不同耕作处理间差异显著,0～5 cm土层SMBC以NT最高,CT最低;5～10 cm土层RT与CT相当,NT最低;10～20 cm土层以CT最高,NT最低;20～30 cm各处理均较低,NT亦为最低。对不同处理SMBC层化率分析显示：NT具有明显的表层富集现象;RT处理0～10 cm SMBC分布均匀;CT处理0～20 cm SMBC分布均匀。对SMBC的影响因素分析表明：土壤有机碳是SMBC空间分布的主要影响因素,二者呈显著正相关。而土壤温度和土壤含水量是影响SMBC季节变化的主要外界因素。     

烟气温度对电除尘器性能影响的数值模拟

采用计算流体动力学(CFD)软件对电除尘器进行三维数值模拟研究,通过自定义函数(UDF)实现电场、流场、颗粒场和温度场的4场耦合,研究烟气温度对电除尘器电场特性、流场特性和除尘效率的影响.结果显示:入口烟气质量流量相同时,当烟气温度从20℃上升到400℃时,平均电场强度从4.9×105V/m减小到1.4×105V/m,...     

偏低气温下的O3污染特征及其主要气象成因

针对2013~2019年上海地区气温相对偏低（25℃及以下）的一类O₃污染事件,从时间分布特征、天气系统类型、气象成因等方面进行了深入分析.结果表明：上海近7a偏低气温下的O₃污染按小时标准和日标准分别出现45h和19d,占各自O₃污染总次数的5.0%和7.3%,在春季则上升至20.6%和20.0%,是上海春季主要O₃污染现象之一.当气压介于1010.1~1017.1hPa、风速介于2.1~3.2m/s、湿度介于40.0%~54.0%、辐射介于0.5~2.7MJ/m²,较易出现偏低气温下的O₃污染;与高温下的O₃污染相比,出现偏低气温下的O₃污染时,气压、PM_2.5和NO₂浓度分别偏高了10.0hPa、26.0μg/m³和24.9μg/m³,辐射偏低了0.5MJ/m².造成偏低气温下的O₃污染天气类型可以分为弱高压前部、弱高压控制和海上高压后部3种.3个典型污染个例分析显示,上游输送、本地静稳辐合和垂直逆温条件分别是这3种类型的主要气象成因.     

低温高铁锰氨氮地下水生物同池净化

为实现低温(5~6℃)高铁锰氨氮[TFe 9.0~12.0 mg·L~(-1)、Fe(Ⅱ)6.5~8.0 mg·L~(-1),Mn(Ⅱ)1.9~2.1 mg·L~(-1),NH_4~+-N 1.4~1.7 mg·L~(-1)]地下水生物同池净化,以中试模拟滤柱在某水厂进行了实验研究.结果表明,出水总铁在启动之初即能合格,出水氨氮和锰分别在72 d和75 d实现净化.工艺启动周期受培养温度和原水水质影响较大.滤速越大,锰的极限去除量越低,滤速≥1.0 m·h~(-1)时,锰的极限去除量为3.0 mg·L~(-1).锰是滤速提升的限制因素,工艺极限滤速是4.5m·h~(-1).滤速≤6.0 m·h~(-1)时,氨氮的极限去除量为1.5 mg·L~(-1),且不受滤速影响,溶解氧(dissolved oxygen,DO)不足导致工艺对更高浓度氨氮净化失败.DO充足的条件下,工艺净化所需滤层厚度随锰和氨氮浓度增加而增厚.滤速增大会导致铁锰氨氧化去除区间向滤层深处位移,发生"锰"溶出现象.进一步分析表明,铁和氨氮在滤层内可同步氧化去除;锰的高效氧化去除区间与铁和氨氮的高效氧化去除区间存在明显分级.