三河口水利枢纽泄洪消能工体型优化试验研究

通过水力学模型对三河口水利枢纽泄洪消能工体型进行了试验研究。结果表明:两底孔出口采用矩形不对称宽尾墩形成的窄缝体型,三表孔采用左、右表孔差动式齿坎与中表孔舌型鼻坎组合的优化方案具有表孔、底孔出口水舌上下分层、前后拉开、横向扩散的特点,从而改善了水垫塘内的水流流态,提高了消能效率,水垫塘底板所受动水冲击压力及脉动压力达到了设计要求。     

利用上下边界估计的图像增强方法

提出了一种基于上下边界估计的快速图像增强方法.该方法使用上边界提升图像的细节信息,使用下边界消除图像的雾霾成分,调整上下边界的距离可灵活控制图像增强的程度,在上下边界计算过程中采用了加权中值滤波,能够在有效去噪的同时保持图像边界清晰.实验结果表明,该算法能有效改善图像质量,保持图像细节信息,压缩图像动态范围,色彩逼近于真实环境,且避免了光晕的产生.     

一类分数阶q-差分方程边值问题正解的存在性

研究了一类分数阶q-差分方程多点边值问题,其中控制函数含有分数阶导数.首先通过变换将该问题转化为带有分数阶积分控制的边值问题,并分析了格林函数的一些性质;其次利用Arzela-Ascoli不动点定理及上下解方法,证明了该方程正解的存在性;最后通过实例验证了本文所得结论的正确性.     

Stability analysis for natural slope by kinematical approach

The stability of natural slope was analyzed on the basis of limit analysis. The sliding model of a kind of natural slope was presented. A new kinematically admissible velocity field for the new sliding model was constructed. The stability factor formulation by the upper bound theorem leads to a classical nonlinear programming problem, when the external work rate and internal energy dissipation were solved, and the constraint condition of the programming problem was given. The upper bound optimization problem can be solved efficiently by applying a nonlinear SQP algorithm, and stability factor was obtained, which agrees well with previous achievements.     

Influence of seismic input on response of Baihetan arch dam

The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary （AB） condition and massless foundation （MF）, were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints （OCJs） of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents.     

Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force

The analytical solutions for predicting the exact shape of collapse mechanisms in shallow tunnels with arbitrary excavation profiles were obtained by virtue of the upper bound theorem of limit analysis and variation principle according to Hoek-Brown failure criterion. The seepage force was included in the upper bound limit analysis, and it was computed from the gradient of excess pore pressure distribution. The seepage was regarded as a work rate of external force. The numerical results of roof collapse in square and circular tunnels with different rock parameters were derived and discussed, which proves to be valid in comparison with the previous work. The influences of different parameters on the shape of collapsing blocks were also discussed.     

基于虚拟仪器技术的轮荷测量仪电测系统开发

依据电阻应变测量原理,应用机电一体化技术,开发测量汽车轮荷的测量仪电测系统.该系统由数采硬件电路和上位机车辆轮荷测量系统软件组成.应变传感器测得的电压信号,先后经过调理电路、A/D转换电路和光电隔离电路,传输给MCU.通过串口通信协议,MCU与上位机轮荷测量系统间进行指令和数据的传输,数据经过存储和运算处理后,通过上位机系统面板把轮荷值传达给用户,并将结果储存到PC机中.采用砝码加载,在可倾斜卡具上对测量仪进行了实验标定.根据实验数据算得测量仪的非线性误差为±0.72%,重复性误差为±1.37%,迟滞性误差为±1.47%,灵敏度误差为±1.67%,最终得到综合误差为±2.71%,满足轮荷测量仪预期设计的测量精度和功能要求.     

具有非线性边值条件的二阶脉冲积微分方程的解

脉冲微分方程在理论方面已取得重大进展,应用极其广泛.文中介绍了上下解的定义、单调迭代方法并给出几个引理.最后用上下解方法和单调迭代技巧讨论了具有非线性边值条件的二阶脉冲积微分方程,得到了最大解和最小解的存在性.     

玛湖凹陷与沙湾凹陷上乌尔禾组储集层差异及成因

通过薄片观察、扫描电镜分析、黏土矿物X射线衍射分析、阴极发光实验等,对准噶尔盆地玛湖凹陷和沙湾凹陷上二叠统上乌尔禾组成岩差异进行对比分析,明确了成岩产物类型和孔隙演化过程。压实作用、碳酸盐矿物胶结与沸石胶结是研究区储集层物性差异的主要控制因素,玛湖凹陷压实作用相对较弱,沙湾凹陷溶蚀作用更强。砂体成岩孔隙演化具有差异性,玛湖凹陷储集层以长石颗粒和凝灰岩岩屑溶孔为主,沙湾凹陷储集层以长石颗粒、凝灰岩岩屑以及浊沸石溶孔为主,2类储集层都少量发育原生孔隙。以上2个地区储集层的差异性主要是由成岩流体性质和岩石组分不同导致,其中,岩石组分是导致玛湖凹陷和沙湾凹陷砂砾岩储集层孔隙结构特征差异的主要原因。     

UBET-based numerical modeling of bulk deformation processes

The paper summarizes the development of numerical procedures for modeling bulk deformation process and preform designing techniques based on the upper bound elemental technique (UBET). UBET has a unique place where an approximate, but faster solution is needed for decision making. In designing and optimizing multistage forging and profile ring-rolling processes, an approximate solution can be used to identify the most influential process parameters. Once an optimum combination of process conditions are determined, computationally intensive, but more accurate finite element analysis can be used to verify and refine results. In this paper, UBET procedures for closed-die forging and profile ring rolling are high-lighted. Experimental investigations are used to validate the model predictions. Also, the UBET-based preform design tool is presented as a process and die design tool for multistage forging processes. Application of these techniques is presented with evidence of effective material usage and extended overall die-life.