热处理温度对热障涂层微观形貌及元素互扩散的影响

目的提高热障涂层抗氧化性能,并减小二次反应区的形成。方法采用真空电弧离子镀技术在二代单晶高温合金DD32表面制备NiCoCrAlYHf(HY5)金属粘结层,分别在870℃及1000℃下进行真空扩散处理,利用电子束物理气相沉积(EB-PVD)技术制备氧化钇部分稳定氧化锆(YSZ)陶瓷层。采用扫描电子显微镜(SEM)、电子探针(EPMA)以及能谱(EDS)等测试方法,研究高温循环氧化过程中热障涂层的微观形貌、成分及扩散机制,同时计算了1、125 h氧化时间下Al元素互扩散系数。结果经过1000℃热循环、1000℃热处理的涂层氧化质量增量的绝对值较小,氧化速率常数为7.21×10-4,抗循环氧化性能较好。1100℃热处理试样,从涂层表面到基体方向Ni、Al、Cr等元素分布都比较均匀,在涂层与基体界面处,元素含量变化较为平滑。870℃热处理试样,Ni等元素质量分数分布不均,在涂层与基体界面处元素含量陡然变化,元素均质化程度低。Al元素扩散系数随着浓度的增加而增大,随着氧化时间的延长,粘结层与高温合金之间的元素扩散程度加剧,Al元素扩散系数减小。经过125h循环氧化,粘结层/基体界面出现互扩散区,互扩散区局部区域富Cr,Al含量低。循环氧化250 h后,热障涂层试样扩散区下方有拓扑密堆相TCP析出,形成二次反应区SRZ。真空扩散温度为870℃的试样,二次反应区更加明显。结论金属粘结层在1000℃下进行真空热处理可以有效提高涂层的抗氧化性能。涂层内部元素均质化程度高,Al元素扩散速率慢。同时,扩散区宽度较小,二次反应区不明显。     

三峡库区支流库湾消落带土壤磷形态赋存特征及其释放风险

三峡库区消落带经历反复的淹水-落干循环影响,消落带土壤磷迁移转化过程加快,可能加剧支流库湾水体富营养化.采集了三峡库区腹心支流库湾典型消落带土壤,测定磷赋存形态与磷素饱和度(DPS)等,分析磷释放风险.结果表明,(1)消落带土壤ω[总磷(TP)]、ω[无机磷(IP)]和ω[有机磷(OP)]均值分别为771.80、485.33和166.30 mg·kg^-1,IP和OP均以非活性形态磷为主.(2)消落带土壤形态磷的赋存格局受落干-淹水方式影响,Ex-P和NaHCO₃-Po含量显著高于对照土壤,Fe-P、HCl-Po和Fulvic-Po含量沿高程下降而显著降低(P<0.05),反复的干湿交替促进了消落带土壤活性磷的生成和中等活性磷的释放和积累.(3)消落带土壤生物ω[有效磷(Bio-P)]为49.19～148.78 mg·kg^-1,占TP的质量分数为7.71%～24.78%,磷素饱和度(DPS)为5.85%～22.00%.目前,支流库湾消落带土壤整体磷释放风险较低,170 m高程土壤需要重点关注.Fe-P、HCl-Po和...     

我国中西部生态脆弱带坡耕地水土流失及坡地梯化

中西部生态脆弱带是我国坡耕地集中分布地区 ,坡耕地水土流失是中西部生态脆弱带水土流失的主要类型 ,坡地梯化是防治坡耕地水土流失和实现坡耕地可持续利用的重要措施 ,国家应加大投资力度开展以坡地梯化为中心的坡耕地综合开发整治工作     

Ecological Mechanisms of the Formation of Biological Rhythms in Hibernators of the Family Sciuridae in Northeastern Siberia

A mechanism of the formation of biological rhythms in hibernators at cold temperatures is proposed. Certain ecophysiological characteristics have been studied in three hibernating species: the ground squirrels Citellus undulatus Pallas, 1778 and C. parryi Richardson, 1825 and the chipmunk Tamias sibiricus Laxmann, 1769. The changes in body temperature and the temperature of litter in wintering nests during hibernation seasons have been studied. The dependences of metabolic rate on ambient temperature and the size and species of animals have been studied.     

Modelling the migration of contaminants through variably saturated dual-porosity, dual-permeability chalk

In the Hesbaye region in Belgium, tracer tests performed in variably saturated fissured chalk rocks presented very contrasting results in terms of transit times, according to artificially controlled water recharge conditions prevailing during the experiments. Under intense recharge conditions, tracers migrated across the partially or fully saturated fissure network, at high velocity in accordance with the high hydraulic conductivity and low effective porosity (fracture porosity). At the same time, a portion of the tracer was temporarily retarded in the almost immobile water located in the matrix. Under natural infiltration conditions, the fissure network remained inactive. Tracers migrated downward through the matrix, at low velocity in relation with the low hydraulic conductivity and the large porosity of the matrix. Based on these observations, Brouyère et al. (2004a) [Brouyère, S., Dassargues, A., Hallet, V., 2004a. Migration of contaminants through the unsaturated zone overlying the Hesbaye chalky aquifer in Belgium: a field investigation, J. Contam. Hydrol., 72 (1-4), 135-164, doi: 10.1016/j.conhyd.2003.10.009] proposed a conceptual model in order to explain the migration of solutes in variably saturated, dual-porosity, dual-permeability chalk. Here, mathematical and numerical modelling of tracer and contaminant migration in variably saturated fissured chalk is presented, considering the aforementioned conceptual model. A new mathematical formulation is proposed to represent the unsaturated properties of the fissured chalk in a more dynamic and appropriate way. At the same time, the rock water content is partitioned between mobile and immobile water phases, as a function of the water saturation of the chalk rock. The groundwater flow and contaminant transport in the variably saturated chalk is solved using the control volume finite element method. Modelling the field tracer experiments performed in the variably saturated chalk shows the adequacy and usefulness of the new conceptual, mathematical and numerical model.     

混合质量阻尼器(HMD)抗震控制研究

建筑物的倒塌是地震造成破坏的主要形式之一 ,它导致大量的人员和财产损失。不断改进建筑物的抗震设计方法是传统的抗震减灾措施。随着结构振动控制领域的不断发展 ,它为建筑抗震减灾提供了一个新的途径。根据建筑结构抗震设计“三水准”的设防准则 ,混合质量阻尼器 (HybridMassDamper ,HMD)被应用于建筑抗震减灾中 ,对于发生频度较高的低烈度地震 ,主要通过调谐质量阻尼器 (TunedMassDamper ,TMD)控制结构的振动 ;而当发生烈度较高的地震或TMD不能满足控制目标要求时 ,启动作动器施加主动控制力 ,用主动控制力驱动TMD的附加质量块 ,提供给主结构更大的控制力 ,把TMD转化为主动质量阻尼器 (ActiveMassDemper ,AMD) ,取得预期的控制效果。理论分析和仿真计算表明 ,HMD适用地震激励的范围广 ,控制效果显著     

超限结构无缝法施工在污水处理工程中的应用

介绍了一种在超限混凝土结构中取消伸缩缝或增大伸缩缝最大间距的新型施工方法——超限混凝土结构无缝法施工。论述无缝法施工的原理及膨胀加强带的设置,探讨UEA膨胀混凝土的配制,在实践的基础上总结了无缝法施工的方法、注意事项及优点。     

Experimental research into effects of obstacle on methane-coal dust hybrid explosion

An experimental system including pressure transducer, data acquisition card, computer and electric spark ignition device was set up to research methane-coal dust hybrid explosions in closed tubes with different types of obstacles inside. Its dynamic response time was less than a millisecond and the test precision was 0.1%. The experimental results show that the obstacles had great effects on the explosion characteristics in the tube. Hollow obstacles linked with inner wall of the tube induced faster pressure rising than installed center blocked solid obstacles. Obstacles with more sharp corner induce more violent explosions. The most dangerous explosion occurred when spacing between obstacles almost equaled the inner diameter of the tube for the same size obstacle.     

下沉式广场“准安全区”可行性研究

为研究位于某广场建筑商业综合体裙房中央的下沉式广场作为人员疏散的准安全区的可行性,运用烟气模拟软件FDS得到了可用安全疏散时间ASET,并通过疏散模拟软件Building-Exo-dus和水力模型计算方法得出了所需安全疏散时间RSET。研究表明,人员安全疏散条件ASET相似文献   

Performance-based earthquake evaluation of a full-scale petrochemical piping system

Assessment of seismic vulnerability of industrial petrochemical and oil & gas piping systems can be performed, beyond analytical tools, through experimental testing as well. Along this line, this paper describes an experimental test campaign carried out on a full-scale piping system in order to assess its seismic behaviour. In particular, a typical industrial piping system, containing several critical components, such as elbows, a bolted flange joint and a Tee joint, was tested under different levels of realistic earthquake loading. They corresponded to serviceability and ultimate limit states for support structures as suggested by modern performance-based earthquake engineering standards. The so called hybrid simulation techniques namely, pseudo-dynamic and real time testing with dynamic substructuring, were adopted to perform seismic tests. Experimental results displayed a favourable performance of the piping system and its components; they remained below their yielding, allowable stress and allowable strain limits without any leakage even at the Near Collapse Limit State condition for the support structure. Moreover, the favourable comparison between experimental and numerical results, proved the validity of the proposed hybrid techniques alternative to shaking table tests.