基于DPSA算法的“单库-单站”水资源优化调度方法研究

提出了单座水库与单座补水泵站水资源优化调度的非线性数学模型,模型以年内各时段的缺(弃)水量的平方最小为目标函数,各时段水库供水量和泵站引提水量为决策变量,各时段水库库容为状态变量,以年调节水库可供水量、泵站年引提水总量、水库与补水泵站的联合运行准则(泵站闲时补库、忙时供水)等为约束条件,并以南水北调东线一期江苏境内"骆马湖-皂河站"为实例,采用动态规划逐次逼近法进行求解。结果表明,相同供水保证率时,50%、75%、95%来水频率下泵站补水量、缺水量、弃水量比常规调度均有减少。     

大型灌区矩形多纵梁渡槽结构分析与优化

为了进一步研究矩形多纵梁渡槽结构受力分布规律,以黑龙江省某大型灌区输水渡槽为例,采用ANSYS有限元分析方法对其进行受力分析。结果表明,增加渡槽侧墙及底板厚度能够有效提高渡槽整体受力条件,在满足各项应力及变形指标情况下可适当减小纵梁的高度以节省工程量。该项目的实施有效地解决了该大型灌区水资源匮乏等问题。     

基于ANSYS的2BYFGJ-4型播种机机架优化设计

以2BYFGJ-4型玉米苗带秸秆还田旋耕施肥播种机机架为主要优化分析对象,通过有限元分析软件ANSYS对其进行静力学分析和模态分析,得出该机机架设计的薄弱环节。根据前几阶模态频率和振型,提出机架的优化方案,并以模态频率为衡量指标对各方案进行比较分析。结果表明:优化后的机架具有更好的动态性能,可为下一轮样机制作提供重要依据。     

基于ANSYS的永磁电机转子冲片结构的优化设计

运用ANSYS的优化设计模块对永磁电机转子冲片隔磁桥附近的结构进行优化设计,采用APDL参数化设计通过拓扑形状优化功能确定冲片优化的初始区域,在此基础上运用尺寸优化功能确定最优的形状尺寸参数,最终结合工程化要求确定转子冲片的施工结构尺寸。电机最后通过最高转速试验表明文章运用的结构优化设计方法切实可行,满足工程化生产要求。     

对北京市新型农村合作医疗制度的调查与思考

自2002年7月北京市大兴区率先在全国开展新型合作医疗试点至今,北京市新型农村合作医疗制度运行已经5年了.在对北京市新型农村合作医疗制度运行情况进行充分调研的基础上,总结了所取得的成效,分析了存在的问题,要进一步完善这项制度应提高筹资水平,实行动态缴费;提高补偿水平,提升制度吸引力;充实管办资源,重视调研能力建设等.     

AN ACCELERATION SEARCH METHOD FOR UNCONSTRAINED OPTIMIZATION AND ITS APPLICATION IN MODEL PARAMETER ESTIMATION

In order to improve the convergence rate of the algorithms, an acceleration search method along a straight or curve is proposed,and the specific calculation steps of the algorithms are presented. The numerical results in model parameter estimation show that the convergence rate is improved and the calculation accords with the practical demands.     

Physical simulation of fluid field and structure optimization in two-strand tundish

The influence of the structure and location of dam and weir on fluid flow state in a two-strand tundish is studied, and a set of optimal structure, combining with the average residence time calculated from RTD curve, is obtained. The result indicates that the fluid flow state can be changed and the path of the fluid flow can be prolonged as well as the average residence time is improved after using dam and weir. But there are some dead zones after fluid passed through the dam and weir. Combination scheme of No. one dam and weir is better than the others. Its average residence time is 299 s and the volume fraction of dead zone is 31.0%. After the optimization of flowing control parameters in tundish, the best case is that the distance between dam and weir is 290 mm and the distance between weir and the long nozzle is 383 mm. The longest average residence time is 351 s and the minimum volume fraction of dead zone is 19.0% under the above situation. Compared with that of no dam and weir, the average residence time increases by 65 s and the dead zone volume fraction decreases by 15.0%. Based on Newton formula, the calculated results show that the inclusions with diameter larger than 17.5 μm can float up within 351 s under this optimization situation.     

Optimization of Energy Dissipation Braces in Frame Structures

In this paper, the complex method of the nonlinear programming is used to optimize the parameters of energy dissipation bracing in energy dissipation braced frame. This method is realized with computer program and proved to be efficient. A 6-story reinforced concrete frame is used as a demonstrative example.