角部处理的二维方柱风压分布特性的试验研究

在低紊流度的均匀流场中，对10种不同角部处理的二维方柱模型进行了刚性模型测压试验，试验雷诺数的变化范围为Re≈1．0×105～4．8×105。根据各模型的阻力系数随雷诺数的变化规律将10个模型进行了分类，然后分类讨论了各模型的风压分布规律，并尝试从气流扰流的角度揭示模型的角部处理对方柱模型气动特性的影响机理。研究表明，在试验雷诺数范围内，切角率B／D≤15％的模型和圆角率R／D≤15％的模型的气动特性基本不随雷诺数而改变，而圆角率R／D≥20％的模型的雷诺数效应明显。对于圆角率R／D=20％、30％和40％的模型，随着圆角率的增大，风压分布发生改变所对应的雷诺数随之减小。

三方柱表面风压脉动的时域特性

以三方柱模型实验结果为依据,讨论了建筑物表面风压脉动的极值分布情况。给出了压力脉动系数的定义,分别研究了排列方式、间距比、高度、尖角等不同因素对脉动压力系数的影响,指出时均压力系数绝对值较大的位置出现较大脉动压力系数的概率就低,并发现在间距比2.5～3.0间流场可能存在突变。详细分析了瞬间极值的时间特性,指出瞬间极值来得快,去得也快,只在极短的时间内作用于建筑物的表面,十分钟时距内大部分时间的瞬时压力都比瞬时极值小得多。

Numerical simulation of flow around square cylinder using different low-Reynolds number turbulence models

ABE-KONDOH-NAGANO,ABID,YANG-SHIH and LAUNDER-SHARMA low-Reynolds number turbulence models were applied to simulating unsteady turbulence flow around a square cylinder in different phases flow field and time-averaged unsteady flow field.Meanwhile,drag and lift coefficients of the four different low-Reynolds number turbulence models were analyzed.The simulated results of YANG-SHIH model are close to the large eddy simulation results and experimental results,and they are significantly better than those of ABE-KONDOH-NAGANO,ABID and LAUNDER-SHARMR models.The modification of the generation of turbulence kinetic energy is the key factor to a successful simulation for YANG-SHIH model,while the correction of the turbulence near the wall has minor influence on the simulation results.For ABE-KONDOH-NAGANO,ABID and LAUNDER-SHARMA models satisfactory simulation results cannot be obtained due to lack of the modification of the generation of turbulence kinetic energy.With the joint force of wall function and the turbulence models with the adoption of corrected swirl stream,flow around a square cylinder can be fully simulated with less grids by the near-wall.

Simulating a fuzzy level controller for flotation columns

Level control in flotation columns is an important factor that influences the recovery and the grade of concentrate from the column. A flotation column is a nonlinear, multi-variable problem with changeable parameters that traditional methods have difficulty controlling. We have applied fuzzy control methods to the flotation column and tested the performance of the design by Matlab/Simulink simulation. The simulations show that level control in the flotation column becomes smoother and more rapid with the fuzzy controller. Compared to PID control methods the overshoot in valve position, the adjustment time, and the robustness of the controller are all improved. This indicates that it is suitable to model fuzzy controllers in applications for the study of automatic control of flotation column.

An automatic unified modeling method of geological object and engineering object based on tri-prism(TP)

For the interaction relation between geological object and engineering object in some fields related to water conservancy and hydropower, a unified modeling idea was proposed. On the basis of summarizing both advantages and disadvantages of existing modeling methods, an automatic unified modeling method of both engineering and geological objects based on tri-prism(TP) model was presented. Through the lossless correction algorithm of deviated drill holes contained in this method, the real deviated drill holes could be corrected into the equivalent virtual vertical ones. And the correction accuracy fully meets the requirements of unified modeling. With the virtual vertical drilling data, TIN construction of both cover layer and other stratums would be built in order to obtain the 3D geological model. Then, the engineering design data would be introduced into the 3D geological model for achieving unified modeling. For this process, the volume subdividing and restructuring principles were introduced to deal with the spatial relationships between engineering object and geological object. In order to improve the efficiency of unified modeling, the reconstruction of TIN based on constraint information was also applied in this method. At last, the feasibility and validation of the unified modeling method as well as its relevant key algorithms were verified by specific experiments and analysis of results.