排序方式: 共有55条查询结果,搜索用时 234 毫秒
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变压器运行过程中产生的振动噪声与其运行状态及内部缺陷情况直接相关,对其声纹信号开展特征分析,有助于进一步了解设备运行工况,保障电力系统安全稳定运行。文中以声纹特征分析为基础,兼顾诊断效率与准确性,提出一种基于卷积神经网络及集成学习模型的变压器缺陷诊断方法。该方法以变压器声纹数据的时域及频域信号为多通道输入混合特征,构建了基于卷积神经网络模型和声纹特征分析法的集成学习模型,可实现变压器声纹特征的有效识别,并通过由多个基学习器组成的集成学习模型提高了变压器缺陷诊断的准确性。基于文中所构建的变压器声纹样本库,可得到该方法对变压器单一缺陷的识别准确率为99.2%,对变压器混合缺陷的识别准确率为99.7%。研究结果表明该方法可有效识别变压器的运行状态,为变压器运维检修提供技术参考。 相似文献
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Based on uniaxial compression experimental results on fractured sandstone with grouting and anchorage, we studied the strength and deformation properties, the failure model, crack formation and evolution laws of fractured sandstone under different conditions of anchorage. The experimental results show that the strength and elastic modulus of fractured sandstone with different fracture angles are significantly lower than those of intact sandstone. Compared with the fractured samples without anchorage, the peak strength, residual strength, peak and ultimate axial strain of fractured sandstone under different anchorage increase by 64.5–320.0%, 62.8–493.0%, and 31.6–181.4%, respectively. The number of bolts and degree of pre-stress has certain effects on the peak strength and failure model of fractured sandstone. The peak strength of fractured sandstone under different anchorage increases to some extent, and the failure model of fractured sandstone also transforms from tensile failure to tensile–shear mixed failure with the number of bolts. The pre-stress can restrain the formation and evolution process of tensile cracks, delay the failure process of fractured sandstone under anchorage and impel the transformation of failure model from brittle failure to plastic failure. 相似文献
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《矿业科学技术学报(英文版)》2016,26(3):471-476
A limestone mine in Ohio has had instability problems that have led to massive roof falls extending to the surface. This study focuses on the role that weak, moisture-sensitive floor has in the instability issues.Previous NIOSH research related to this subject did not include analysis for weak floor or weak bands and recommended that when such issues arise they should be investigated further using a more advanced analysis. Therefore, to further investigate the observed instability occurring on a large scale at the Ohio mine, FLAC3 D numerical models were employed to demonstrate the effect that a weak floor has on roof and pillar stability. This case study will provide important information to limestone mine operators regarding the impact of weak floor causing the potential for roof collapse, pillar failure, and subsequent subsidence of the ground surface. 相似文献
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针对当前常规方法线空间流量数据聚合效率低的问题,提出基于PostGIS的流空间线要素聚合方法。通过离散化所有的线为点集,建立点集的空间索引,计算点集的唯一点集,对唯一点集上的每个点累加所有与该点重叠的属性值并进行更新,根据点的序列号和上一步更新的属性值,重新连接该条线上所有的点,在属性值变化处进行打断形成新的线要素。在此基础上,去除空间重叠的线要素和图形为空的线要素得到最后的线聚合结果。实验结果表明,该方法以矢量数据形式输出的线聚合结果正确,提取速度显著提升,有效地解决了大量矢量线数据融合时常规方法效率低下的问题。 相似文献
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Estimating the construction cost of a tunnel with certain diameter and length during the planning stage of a project is essential and a “must do” to justify the project, but it is a very difficult task. Numerous variables influence the cost of tunnel construction and limited information is available at early stages of design when the possible use of tunnels is being studied. Therefore, there is limited number of models at engineers’ disposal for development of a proper cost estimate in tunneling projects. The focus of this study was to offer a model for estimation of the construction cost of tunnels for various applications in the preliminary stage of a project. The work is based on study of nearly 270 projects and statistical analysis of the recoded construction costs, tunnel size, ground conditions, and tunnel applications. Several cost estimation models are introduced for various tunnel types including waste water, water, and transportation tunnels in soft ground and rock. The model uses commonly available cost indices (CCI and BCI) to adjust the estimated costs for the time and location of the project. The proposed cost models presented in this study can included in a simple program to help users make more accurate and quick cost estimates for their future projects. The models do not deal with construction risk which is an essential part of the study of various methods and should be done through developing a risk registry with related cost of each case before final selection, design, and cost estimation of any tunneling project. 相似文献
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基于GIS坐标布局的配电单线图自动成图技术 总被引:1,自引:0,他引:1
以IEC 61968的公共信息模型(CIM)为基础,对配电网设备信息及拓扑连接关系进行解析。先通过四参数法将设备地理信息系统(GIS)坐标映射到网格化的图纸上完成初始布局,再针对"杆塔分布均匀规整、站房分布均匀、线路交叉少、整体图元分布均匀"的优化目标进行多目标优化建模,利用带线性递减策略的柯西变异粒子群算法进行优化布局,实现了兼顾灵活通用与布局美观的配电单线图自动成图,并生成可缩放矢量图形(SVG)格式文件与专网移动设备共享,以满足配电网运检业务的需要。 相似文献
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随着智能家电的广泛应用,实现用电行为优化已成为家庭智能用电的重要研究内容。从经济性和舒适性两个方面入手,提出一种智能用电环境下用电行为多目标优化模型。首先,分析了家庭用户的负载特性,并定义了可中断和可转移电器的运行约束。然后,考虑家电负载和用电习惯等各方面的约束条件,设计了家电关联最小化电费支出模型和用户用电舒适度模型,实现了多目标优化。最后,提出基于持续搜索多目标粒子群算法进行优化模型的求解。算例分析表明,多目标优化模型能有效降低用电费用并提高用电舒适性。 相似文献