HYDRODYNAMIC STUDIES IN FISCHER-TROPSCH DERIVED WAXES IN A BUBBLE COLUMN

Gas hold-up and Sauter mean bubble diameter measurements were made in a 0.051 m diameter by 3 m long glass bubble column in the system, nitrogen-molten wax, with three different waxes (paraffin wax FT-300, Sasol's Arge wax and Mobil's reactor wax). Paraffin wax has a tendency to foam and gas hold-up is a strong function of gas distributor type, temperature and start-up procedure, whereas the reactor waxes do not foam and are much less affected by these variables, In experiments at 265°C with a 1.85 mm single hole orifice plate distributor the gas hold-ups were nearly the same for all three waxes. However, significant differences in Sauter mean bubble diameters were obtained in experiments with different waxes; FT-300 wax produced the smallest Sauter mean bubble diameters whereas Mobil's reactor wax produced the largest bubbles. Addition of 1-octadecanol and octadecanoic acid (up to 10wt%) to the FT-300 paraffin wax caused an increase in gas hold-up and a delay in the foam break-up in runs at 265°C with the 1.85 mm orifice plate distributor.     

Prediction of dispersed phase holdup in a modified multi‐stage bubble column scrubber

This paper reports on the experimental investigation carried out to evaluate fractional dispersed phase holdup for a gas‐liquid mixture in a modified multi‐stage bubble column (with contraction and expansion disks), which has been conceived, designed and fabricated as a wet scrubber for control of air pollution; in addition it has versatile use as a gas‐liquid contactor in chemical process industries. A correlation developed for predicting fractional dispersed phase holdup has been found to be encouraging and highly significant from statistical analysis.     

气浮塔处理含油废水的研究

在实验研究的基础上，结合单级气浮技术和多级板式塔理论，开发出两级气浮塔处理含油废水的新工艺，实现了塔釜一次曝气、多级气浮的分离。实验研究了气浮塔板的流体力学性能、布气性能及操作条件对废水处理效率的影响，结果表明二级气浮塔处理效果很好，是一种具有良好应用前景的新型含油废水处理装置。     

煤间接液化技术及其发展状况

介绍了煤间接液化技术的特点,从其原理、工艺路线、关键技术及发展现状等方面对间接液化技术进行了详细的阐述,指出发展煤间接液化是解决我国油品短缺的根本途径。     

轻钢构造柱填充墙的抗侧移性能试验分析

在砌筑填充墙中使用轻钢构造柱,符合绿色建筑发展方向,为研究轻钢构造柱填充墙的整体性力学性能,对轻钢构造柱片墙和混凝土构造柱片墙进行试验对比分析。试验表明,在相同外在条件下,轻钢构造柱片墙试验时墙体侧移发展较缓慢,较混凝土构造柱片墙具有较好的力学性能和抗震性能,由此可为轻钢构造柱在工程设计和实际应用中提供一些参考依据。     

Trajectory Simulation for Underwater Vehicle with Power-Lunched

The motion of combustion gas bubble produced by underwater ignition was developed based on Rayleigh-Plesset equation. Combining the bubble motion equation with the underwater launched vehicle motion equation in the longitudinal plane, a trajectory simulation model with power-launched was established. The hydrodynamic characteristics of underwater ignition at different depths and the trajectory analysis of the underwater vehicle with power-launched were given by simulation. The simulation results have a good agreement with experimental results, and show that the thrust peak caused by underwater ignition and the stable thrust both decrease slightly with the increase of the water depth, and the thrust peak will decline obviously by enlarging the initial radius of gas bubble; the thrust peak generated at the instant of ignition and the low-frequency oscillation of the stable thrust have no significant influence on the trajectory of underwater vehicle.     

新型PEC柱-钢梁端板连接组合框架层间抗震机理试验研究

良好的抗倒塌性能是维系结构在大震下的必要整体性、实现“大震不倒”抗震设防水准的关键所在。为研究新型卷边PEC柱-钢梁外伸端板连接组合框架结构的层间抗震机理,按1:2缩尺设计了1榀组合框架层间子结构模型试件并进行水平低周往复荷载试验。基于试验现象和测试数据,分析了试件结构的破坏过程与破坏模式、滞回特性、刚度退化、耗能能力、变形模式等抗震性能。研究结果表明：试件结构最终破坏模式为端板附近梁截面充分屈服形成塑性铰的理想塑性破坏机构;试件整体与层间位移延性系数μu=3.74和最大等效黏滞阻尼系(ζeq)max=0.325,具有良好抗震延性和耗能能力;试件结构整体性好、水平抗侧刚度沿高度分布均匀,水平位移分布规律表现为理想的倒三角弯剪型变形模式;试件结构整体与层间侧移和节点转角均超过大震层间侧移限值1/30,即试件结构具有良好的抗倒塌能力。     

煤矿陷落柱探测的井下综合物探方法研究

并行网络直流电法因可在工作面任意布设电极,可快速实现三维电阻率探测,地震反射共偏移法原理为反射波勘探原理,采用多次覆盖观测系统开展井下数据采集;为了探查华北某煤矿西六采区陷落柱发育特征及其赋水性,确保回风上山掘进安全,基于这两种物探方法在皮带巷和轨道巷布设了两条测线,经过井下数据采集、室内资料处理与分析,得到了电阻率反演剖面和地震反射剖面,结合地质资料,对陷落柱的电性特征及结构进行研究。结果表明:陷落柱岩层连续性差,岩体较破碎;陷落柱底界发育深度超过底板60 m;陷落柱探查范围内及周围赋水性较弱。     

钢管混凝土柱与型钢梁装配式节点抗震试验

为了研究一种新型钢管混凝土柱与型钢梁装配式节点的抗震性能,对不同参数的节点进行低周往复循环加载试验.节点均经历弹性、塑性和极限破坏三个阶段,且为环板与钢梁翼缘的连接处破坏.对比分析表明：节点的轴压比越大,承载力越低;环板越宽,承载力越高;方形环板比圆形环板承载力更高;垫板对节点试件的承载力有提高作用.钢管混凝土柱与型钢梁装配式节点设计合理、传力明确、承载力高、构造简单、施工方便,是一种值得推广的组合装配式节点形式.     

往复荷载下预紧力对露出型柱脚力学性能的影响

预紧力作用下锚栓与结构协同工作时柱脚各组件的应力和柱脚刚度发生怎样的变化,有待于进一步研究.以露出型柱脚为研究对象,利用ANSYS软件,建立考虑接触的三维有限元模型,进行循环荷载下的非线性分析,研究锚栓预紧力对柱脚整体及各部分组件的力学性能影响.结果表明：预紧力可使锚栓与底板的连接更加紧密,增强柱脚的整体性和初始抗弯刚度,延缓底板的翘曲,但是由于锚栓预紧力的影响,锚栓的塑性变形发展趋势增加.考虑抗震设防要求进行柱脚设计时宜合理选择锚栓预紧力.