大型复杂跨流域调水工程电站-水库-泵站群多目标优化调度

考虑调水量、发电最大和耗能最小3个目标,建立电站-水库-泵站群多目标优化调度模型。基于参数调整策略、邻域变异和加速策略,提出了求解多目标优化调度模型的综合改进布谷鸟新算法并求解模型,获得了发电、调水、泵站耗能多目标Pareto解集。以引汉济渭大型复杂跨流域调水工程为实例,将该模型与模拟调度模型和NSGA-Ⅱ算法多目标优化调度模型的结果进行比较,结果表明,该优化调度模型的发电、调水、耗能、弃水等各项指标合理,具有相对优势。     

Temporal and spatial dynamics of surface run‐off from Lake Basaka catchment (Ethiopia) using SCS‐CN model coupled with remote sensing and GIS

The Lake Basaka catchment (Ethiopia) has undergone a significant land use–land cover (LULC) change and lake level rise over the past five decades. Significant quantities of water and sediment flow annually into the lake through erosion processes. An appropriate method of estimating the surface run‐off from such ungauged and dynamic catchment is extremely important for delineating sensitive areas (based on run‐off responses) to be protected and for development of suitable measures to reduce run‐off and associated soil loss. Reliable prediction of run‐off, however, is very difficult and time‐consuming for catchments such as that of Lake Basaka. The present study estimated the dynamics of surface (direct) run‐off using the NRCS‐CN model in ArcGIS, assisted by remote sensing and ancillary data. The results indicated the Lake Basaka catchment experienced significant temporal and spatial variability in its run‐off responses, depending on the rainfall (amount and distribution) pattern and LULC changes. A significant run‐off increase occurred after 1973, consistent with significant LULC changes and lake level increments occurring after that period. A reduced vegetation cover also resulted in increased run‐off coefficient of the lake catchment from 0.11 in the 1970s to 0.23 in the 2000s, indicating the important need to consider possible future LULC evolution when forecasting the lake catchment run‐off behaviour.     

大型龙门机床的直线度误差建模及误差补偿

为减小大型龙门数控机床空间直线度误差,提高国产数控机床加工精度,提出基于B样条曲线的空间直线度误差模型及其补偿方法。使用激光干涉仪分别检测三轴龙门数控机床6个方向的直线度误差,应用B样条方法建立空间直线度误差数学模型.利用数控系统外部机械原点偏移功能,应用自主研发的误差实时补偿系统并依据基于B样条曲线的空间直线度误差数学模型,实现对大型龙门数控机床的空间直线度误差补偿.采用两轴联动补偿切削导轨面的方法进行试验,并与多项式模型和斜线插补模型进行对比,结果表明:B样条模型补偿后的导轨直线度最优,检测的导轨各方向直线度误差均减小90%以上,显著提高了大型龙门数控机床加工精度.     

椭圆曲线密码的优化设计方法

椭圆曲线密码算法依赖于离散对数问题的困难性,具有安全强度高、计算复杂度小的特点.椭圆曲线密码系统的主要操作为点乘运算,是加解密过程中最为耗时的部分.文中对点乘运算进行优化,提出了椭圆曲线密码算法实现的硬件体系结构,设计了基于FPGA/ASIC的加解密系统.通过对有限二进制域的乘法优化、平方优化和除法优化,提高了加解密算法的实现效率.分析和测试表明,所设计的硬件体系结构具有硬件资源消耗小、模块接口复杂度低和可扩展性强的特点,且支持113、163、193等多种密钥长度,相对于椭圆曲线密码算法的软件实现,文中的椭圆曲线密码处理器加速比最高可达到上千倍.     

Seismic Behaviour of Beam-Column Joints of Precast and Partial Steel Reinforced Concrete

A beam-column joint of precast and partial steel reinforced concrete( PPSRC) is proposed for precast reinforced concrete frames. The PPSRC consists of partial steel and reinforced concrete. The partial steel is located in the core joint region and the connections between concrete members. This paper presents an experimental study of a series of PPSRC specimens. These specimens are tested under low cyclic loading.Experimental results demonstrate that the bearing capacity of the PPSRC specimens is 3 times that of the ordinary reinforced concrete( RC) beam-column joints. The strength and stiffness degradation rates are slower compared with that of the RC beam-column joints. In addition,the strength of the core joint region and the connections is higher than other parts of the PPSRC specimens. Beam failure occurs firstly for the PPSRC specimens,followed by column failure and connections failure. The failure of the core joint region occurs finally.Test results show that the seismic performance of the PPSRC is better than that of the ordinary RC beam-column joints.     

椭圆曲线 y^2＝px（x^2＋4）的正整数点

设p是奇素数,本文证明了,当p≠5时,椭圆曲线y^2＝px（ x^2＋4）至多有1组正整数点（x,y）;p ＝5时恰有2组正整数点（1,5）,（4,20）。     

Algorithm design and application of novel GM-AGC based on mill stretch characteristic curve简

As the spring equation is limited to the accuracy of mill stiffness and the linearity of the mill spring curve, the traditional gaugemeter automatic gauge control （GM-AGC） system based on spring equation cannot meet the requirements of practical production. In allusion to this problem, a kind of novel GM-AGC system based on mill stretch characteristic curve was proposed. The error existing in calculating strip thickness by spring equation were analyzed first. And then the mill stretch characteristic curve which could effectively eliminate the influence of mill stiffness was described. The novel GM-AGC system has been applied successfully in a hot strip mill, the application results show that the thickness control precision is improved significantly, with the novel GM-AGC system, over 98.6% of the strip thickness deviation of 3.0 mm class can be controlled within the target tolerances of ±20 μm.     

基于多目标优化的乘客电梯理想速度运行曲线确定方法

目的研究一种借助多目标优化模型求得电梯理想速度曲线的确定方法,解决乘客电梯快速性和舒适性问题．方法分析电梯实际运行方式,构建理想速度曲线组合模式;结合实际及相关国家标准,建立求取理想速度曲线参数的多目标优化模型;借助多目标遗传算法NS-GA-Ⅱ解得理想速度曲线参数的Pareto解集,并基于偏好进行区域划分．结果通过对电梯速度曲线参数的多目标优化求解,获得不同偏好的乘客电梯理想速度曲线．结论不同偏好、不同额定速度下电梯理想速度曲线对比分析结果表明,基于多目标优化的乘客电梯理想速度曲线确定方法在兼顾电梯运行的快速性及舒适性要求的同时为技术人员提供了多种可供选择的运行速度控制模式;对额定速度不高于3．5m／s的乘客电梯,其理想速度曲线可省去直线加速段以降低速度控制模式的复杂性．     

环口套管加强型T型圆钢管节点的滞回性能研究

为了提高桁架管节点的承载力及抗震性能,采用环口套管加强方式对管节点进行加强.基于有限元分析环口套管加强型管节点在承受轴向循环荷载作用下的滞回性能.通过分析发现:环口套管加强模型滞回曲线包围的面积显著大于未加固模型滞回曲线所包围的面积.同时,由于环口套管提高了节点相贯部位的主管刚度,使得破坏部位于相贯处的焊趾处转移到了套管两端边缘部位的主管表面.此外,基于有限元计算结果,分析了模型的延性比和能量耗散等抗震性能参数.结果表明:加强型节点的延性比和能量耗散值均有大幅度提高.     

瞬态瑞雷波法在建筑场地类型及类别勘察中的应用

瞬态瑞雷波法是一种较新的技术,在工程勘察中有着广泛的应用,在建筑场地勘察中,瞬态瑞雷波法能快速地提供地层的剪切波速度,评价建筑场地类型及类别。本文介绍了几个典型的应用实例,展示了瞬态瑞雷波法典型的原始记录,同时指出在瞬态瑞雷波法应用的优势和不足。