Security optimal power flow considering loading margin stability using hybrid FFA–PS assisted with brainstorming rules

This paper presents a new power system planning strategy which combines firefly algorithm (FFA) with pattern search algorithm (PS). The purpose is minimizing total fuel cost, total power loss and reducing total voltage deviation, with the objective of enhancing the loading margin stability and consequently the power system security. A new interactive and simple mechanism, inspired in brainstorming process, is proposed that allows FFA and PS algorithms to explore new regions of the search space. In this study the Static VAR compensator (SVC) is modeled and integrated in an efficient location which is chosen considering the voltage stability index. The proposed algorithm is interactive and tries to optimize a set of control variables at the same time, namely, active power generations, voltage of generators, tap transformers, and the reactive power of shunt compensators to optimize three objective functions such as: fuel cost, total power loss and total voltage deviation. These variables are optimized using a flexible interactive and competitive search mechanism. The proposed planning strategy has been examined and applied to two practical test systems IEEE 14-Bus and IEEE 30-Bus. Simulation results confirm the effectiveness of this hybrid strategy for solving the security optimal power flow.     

基于分层光流的煤矿井下运动目标跟踪算法

针对煤矿井下视频序列高噪声、运动目标繁多、目标交错等特点,提出了一种基于分层光流法的矿井运动目标跟踪算法。首先对相邻两帧视频序列采用帧差法确定多个初始目标跟踪模版;然后采用SUSAN角点检测提取模版内的特征点;最后运用改进的分层光流法进行目标检测和跟踪,并在跟踪过程中对模版进行更新。该算法实现了煤矿井下多目标运动物体的稳定跟踪,并能解决目标部分遮挡问题。实验和仿真结果证实了该算法的有效性。     

基于安全性约束和协同禁忌优化算法的云计算工作流调度

针对现有的云计算工作流调度方法侧重于节能和可靠性等方面进行研究,忽略了安全性约束的要求,设计了一种基于协同禁忌算法的具有安全型约束的能实现云计算工作流高效调度的方法;首先,定义了云计算工作流调度的DAG图,对安全性约束进行了形式化描述,并建立了云计算工作流调度的数学模型;然后,在经典的协同禁忌算法的基础上,通过设计解的编码方式、适应度函数、变邻域结构和双禁忌表,实现对经典的协同禁忌算法进行改进;最后,定义了基于改协同禁忌算法实现对云计算工作流调度的具体算法;在云计算的仿真环境Cloud-Sim下进行实验,实验结果证明了文中方法不仅具有较快的收敛速度,而且能寻求到比其它方法更优的调度方案,能满足安全性约束要求,是一种可行实用的调度方法.     

浅析网络异常流量分析检测研究与实现

伴随着互联网技术与网络业务的快速发展,网络规模逐渐扩大,网络运用开始逐步朝多元化、多样化以及复杂化的方向发展.现今,网络流量监测已经逐渐发展为计算机网络运用当中一个必不可少的内容与环节.文章将对网络异常流量加以说明,并对网络异常流量检测技术研究与实现进行分析与研究.     

Ricci flow-based spherical parameterization and surface registration

This paper presents an improved Euclidean Ricci flow method for spherical parameterization. We subsequently invent a scale space processing built upon Ricci energy to extract robust surface features for accurate surface registration. Since our method is based on the proposed Euclidean Ricci flow, it inherits the properties of Ricci flow such as conformality, robustness and intrinsicalness, facilitating efficient and effective surface mapping. Compared with other surface registration methods using curvature or sulci pattern, our method demonstrates a significant improvement for surface registration. In addition, Ricci energy can capture local differences for surface analysis as shown in the experiments and applications.     

堰塞坝局部溃决输沙率试验研究

本文设计9组堰塞坝溃决的水槽试验,用摄影记录坝体变形的过程,通过录影数据分析,将坝体变形过程数值化,研究坝体级配、坝体内坡和初始溃口宽度对最大输沙率的影响.根据观察到的现象,可以总结以下规律:内坡坡度越大,最大输沙率越大,峰现时刻越早出现;拣选系数越大,最大输沙率先增大,随着粗沙继续增加,反而减小;初始溃口宽度越小,最大输沙率越大,峰现时刻越晚出现.     

金安桥水电站大坝抗震分析和抗震措施设计

金安桥水电站大坝地震设防烈度高达9度,基岩场地设计水平动峰值加速度为0.399 g,大坝抗震分析和抗震措施设计是工程关键性技术问题之一。采用数值计算法和模型试验法对碾压混凝土大坝进行了全面的动力分析,确定了大坝的抗震薄弱部位,为金安桥水电站大坝设计提供了保证。     

Bed morphology, flow structure, and sediment transport at the outlet of Lake Huron and in the upper St. Clair River

An integrated multibeam echo sounder and acoustic Doppler current profiler field survey was conducted in July 2008 to investigate the morphodynamics of the St. Clair River at the outlet of Lake Huron. The principal morphological features of the upper St. Clair River included flow-transverse bedforms that appear weakly mobile, erosive bedforms in cohesive muds, thin non-cohesive veneers of weakly mobile sediment that cover an underlying cohesive (till or glacio-lacustrine) surface, and vegetation that covers the bed. The flow was characterized by acceleration as the banks constrict from Lake Huron into the St. Clair River, an approximately 1500-m long region of flow separation downstream from the Blue Water Bridge, and secondary flow connected to: i) channel curvature; ii) forcing of the flow by local bed topography, and iii) flow wakes in the lee side of ship wrecks. Nearshore, sand-sized, sediment from Lake Huron was capable of being transported into, and principally along, the banks of the upper St. Clair River by the measured flow. A comparison of bathymetric surveys conducted in 2007 and 2008 identifies that the gravel bed does undergo slow downstream movement, but that this movement does not appear to be generated by the mean flow, and could possibly be caused by ship-propeller-induced turbulence. The study results suggest that the measured mean flow and dredging within the channel have not produced major scour of the upper St. Clair River and that the recent fall in the level of Lake Huron is unlikely to have been caused by these mechanisms.     

江边水电站首部枢纽引水防沙设计研究

江边水电站的泥沙问题突出.通过水工模型试验对该枢纽的相关泥沙问题展开了研究.试验结果表明:在原枢纽布置方案的基础上增设扰沙坎,可以有效地降低沙面高程,保证进水口“门前清”;汛期限制水位运行,当流量或淤积达到一定程度时停机拉沙,可以保证水库淤积平衡后调节库容最大;电站可不设置沉沙池.库尾张家沟泥石流的主要影响是增大干流局...     

导水系数的空间变异性对地下水非恒定流计算的影响

在探讨水文地质参数空间变异性的基础上,考虑导水系数为常量及参数随空间变量发生改变的情况下,比较交替方向隐式差分法计算地下水二维非恒定流方程的异同。引入算例分别进行计算与分析,得出水文地质参数的空间变异性对地下水非恒定流计算存在影响的结论,进一步说明水文地质参数空间变异性研究工作的重要性与必要性,并提出今后研究工作的建议方向与重点。