大功率电磁加热系统电磁兼容性分析设计技术探讨

文章对大功率电磁加热系统的电磁兼容性进行了分析,针对系统中的主要电磁干扰源,从传导干扰以及辐射干扰的角度对这些干扰的产生机理进行了分析。从电路布局设计、屏蔽技术两个方面提出了一系列抑制干扰的方法与原则。可为大功率电磁加热系统的设计提供参考。     

磁光盘平面温度传感器的抗干扰设计

磁光盘的温度特性测量中，盘面温度的测量可采用平面温度传感器来感温。在磁光盘测试现场存在磁场干扰的情况下，还需考虑传感器的抗干扰设计。本文提示了能消除电磁干扰的传感器图形的最小磁链设计方法以及采用补偿器的方法和相应的传感器驱动电路，并举出实例说明这些措施有效地消除了传感器的电磁干扰。     

电磁兼容性及电磁干扰控制

在设计电子系统的时候,除了电路的合理性外,还必须考虑和处理好电子系统的电磁干扰(EMI)和电磁兼容性(EMC)问题。本文论述应用屏蔽拓扑进行干扰控制的概念,其目的在于通过控制干扰源的电磁发射、抑制电磁干扰的传播以及增强敏感设备的抗干扰能力,使电子设备及系统实现电磁兼容性。     

脉冲载荷形状对锥壳瞬态响应的影响

在进行锥壳结构瞬态响应试验之前，需要考虑各种因素对试验结果的影响，而所要施加的脉冲载荷形状是要考虑的重要因素之一，本文利用数值模拟方法研究了锥壳在侧向脉冲载荷作用下，脉冲形状对结构响应的影响，分析表明，在作用冲量相同，作用时间一致且远小于结构响应周期的条件下，脉冲形状对壳体的瞬态响应结果没有明显的影响。     

变电站复杂电磁环境下的无线通信干扰抑制方法

变电站内的电磁环境复杂多变,存在各种电磁干扰,对无线通信产生了严重的影响。本文提出了一种基于独立成分分析算法的变电站无线网络设备电磁干扰识别与抑制方法。首先分析了变电站中电磁脉冲对通信链路的影响,然后提出干扰抑制方法。最后用所提出的方法对变电站的无线通信图像的干扰进行了抑制,抑制后的图像的误码率明显降低,说明了所提出方法对干扰抑制的有效性。     

FAMS-100汽油车简易瞬态工况排放分析系统

由佛山分析仪有限公司开发的FAMS-100汽油车简易瞬态工况排放分析系统,适用于机动车维修、安全性能、综合性能等检测站的汽车废气检测。主要技术内容一、基本原理简易瞬态工况排放分析系统主要由底盘测功机、尾     

电磁干扰环境下产品失效机理分析

论述了电磁干扰环境对产品所产生的影响,阐述了在此环境下产品的失效模式,分析了在电磁干扰环境应力下产品功能失效的原因,指出了产品一般都会受到电磁波感应耦合、核电磁脉冲、静电失效、雷电电磁脉冲等干扰的影响作用,并针对性地提出了对产品进行有效防护的方法。     

简易瞬态工况(JKX-VMAS)排放检测系统

由北京金铠星科技有限公司开发的简易瞬态工况（JKX—VMAS）排放检测系统，主要用于国家和地方环保检测中心站、机动车尾气检测场、人中型机动车修理厂和机动车制造厂。     

基于FDTD的不等长非均匀传输线分析

对不等长非均匀的多导体传输线进行建模分析,推导端接阻性负载和非线性负载的传输线瞬态响应的FDTD迭代公式,并通过仿真实验,验证了提出的算法公式的有效性和准确性。该方法为不等长非均匀多导体传输线的研究分析提供了理论依据。     

二次电子发射系数在航天器表面充电的应用

二次电子发射现象是电子入射到材料表面并从材料表面激发出次级电子的现象。在航天领域,二次电子发射系数对于评估和预测航天器的表面充电水平具有十分重要的作用。本文对航天器的表面充电机制进行了介绍,结合航天器表面充电平衡方程编写了计算航天器表面充电电位的Matlab程序,使用航天表面材料二次电子发射系数的测量结果通过计算获得了特定环境下某材料的表面充电电位,为评估材料二次电子发射系数对表面充电的影响提供了一个直接的分析工具。     

新版GB/T19056电磁环境适应性要求分析

介绍了GB/T 19056新版本对汽车行驶记录仪电磁环境适应性要求,比较和分析了新旧版本在电磁环境适应性方面的的异同,重点介绍了新版标准中瞬态抗扰性脉冲的波形和参数要求,研究和探讨了标准中对产品电磁环境适应性要求的内涵.     

车载接地装置的冲击接地阻抗研究

为解决车载装置在不同路面的接地问题,我们研制了可迅速安装和撤收的便携式接地装置,并选取一种组合在不同岩土介质地面上进行了实验,测得各自的冲击接地阻抗。然后,采用时域有限差分法对实验装置进行了数值分析,得出了该接地装置冲击接地阻抗的时域特性。与实验结果进行对比的结果表明,两者具有较好的一致性。     

COMPUTER SIMULATION OF RECREATIONAL BOATING ACTIVITIES1

ABSTRACT This paper is concerned with the portion of harbor improvement planning which identifies the refuge and transient service needs at points along Lake Michigan. The travel behavior model developed to predict this use is sensitive to five criteria: boater characteristics which influence travel behavior; entry rates into the Lake from each access site; site characteristics; weather conditions; and planning parameters. The information provided by this computer model includes: the number of boaters demanding a given access point at a given time; the length of stay at that point; the probability of travel to specific access sites in given amounts of time; and those facilities used during a specified time period. The simulation modelling boat movement consists of two parts; a traffic generation routine and an activity simulation. The former schedules the entry of boats into the Lake from each site and the latter establishes the probabilistic movement of boats on the Lake. This simulation of interport movements and port activities enables the planner to investigate some impacts of alternative small boat harbor development plans.     

MODELING TRANSIENT pH DEPRESSIONS IN COASTAL STREAMS OF BRITISH COLUMBIA USING NEURAL NETWORKS1

ABSTRACT: Transient events in water chemistry in small coastal watersheds, particularly pH depressions, are largely driven by inputs of precipitation. While the response of each watershed depends upon both the nature of the precipitation event and the season of the year, how the response changes over time can provide insight into landscape changes. Neural network models for an urban watershed and a rural‐suburban watershed were developed in an attempt to detect changes in system response resulting from changes in the landscape. Separate models for describing pH depressions for wet season and dry season conditions were developed for a seven year period at each watershed. The neural network models allowed separation of the effects of precipitation variations and changes in watershed response. The ability to detect trends in pH depression magnitudes was improved by analyzing neural network residuals rather than the raw data. Examination of sensitivity plots of the models indicated how the neural networks were affected by different inputs. There were large differences in effects between seasons in the rural‐suburban watershed whereas effects in the urban watershed were consistent between seasons. During the study period, the urban watershed showed no change in pH depression response, while the rural‐suburban watershed showed a significant increase in the magnitude of pH depressions, likely the result of increased urbanization.     

MODEL STUDIES OF SALT WATER INTRUSION1

Model studies were and are still being used to verify certain theories in ground-water flow systems in general. In complex cases, the model studies may be extremely useful especially when a theoretical rigorous analysis does not exist. The models cannot be considered entirely satisfactory due to the several drawbacks in each type in addition to the normal human errors in experimentation. This paper is concerned only with the viscous flow models. However, a brief summary of the other types of models, which may possibly be used in connection with salt water intrusion problems is given. It should be noted that some of such experiments are not directly related to the field of salt water intrusion. Two main types lie within this category: The gravity flow systems which are analogous to some phases of salt intrusion problems and problems in oil fields which bear general similarities to sea water intrusion zones. In oil fields, gas cycling studies give valuable information to sea water problems. Model studies are used by hydraulic engineers, geologists, petroleum engineers, physicists, foundation engineers and several other professional groups.     

TRANSIENT STORAGE ASSESSMENTS OF DYE‐TRACER INJECTIONS IN RIVERS OF THE WILLAMETTE BASIN,OREGON1

ABSTRACT: Rhodamine WT dye‐tracer injections in rivers of the Willamette Basin yield concentration‐time curves with characteristically long recession times suggestive of active transient storage processes. The scale of drainage areas contributing to the stream reaches studied in the Willamette Basin ranges from 10 to 12,000 km². A transient storage assessment of the tracer studies has been completed using the U.S. Geological Survey's One‐dimensional Transport with Inflow and Storage (OTIS) model, which incorporates storage exchange and decay functions along with the traditional dispersion and advection transport equation. The analysis estimates solute transport of the dye. It identifies first‐order decay coefficients to be on the order of 10^?5/sec for the nonconservative Rhodamine W.T. On an individual subreach basis, the first‐order decay is slower (typically by an order of magnitude) than the transient storage process, indicating that nonconservative tracers may be used to evaluate transient storage in rivers. In the transient storage analysis, a dimensionless parameter (A_s/A) expresses the spatial extent of storage zone area relative to stream cross section. In certain reaches of Willamette Basin pool‐and‐riffle, gravel‐bed rivers, this parameter was as large as 0.5. A measure of the storage exchange flux was calculated for each stream subreach in the simulation analysis. This storage exchange is shown subjectively to be higher at higher stream discharges. Hyporheic linkage between streams and subsurface flows is the probable physical mechanism contributing to a significant part of this inferred active transient storage. Hyporheic linkages are further suggested by detailed measurements of river discharge with an Acoustic Doppler Current Profiler system delineating zones in two large rivers where water alternately enters and leaves the surface channels through gravel‐and‐cobble riverbeds. Measurements show patterns of hyporheic exchange that are highly variable in time and space.     

A HYDRAULIC TRANSIENT MODEL OF THE UPPER ST. LAWRENCE RIVER FOR WATER RESOURCES STUDIES1

ABSTRACT: A one-dimensional hydraulic transient model has been designed for water resource studies of Lake Ontario and the Upper St. Lawrence River. The model simulates water surface profiles and flows in the St. Lawrence River between Lake Ontario and the Moses-Saunders Power Dam under both open water and ice-covered conditions. Errors in water surface elevations were found to be less than 0.2 feet during quasi-steady conditions on the river. Comparable errors occurred during the ice-covered conditions. A sensitivity analysis found the model to be most sensitive to the roughness coefficients and the flow through the power dam.     

OVERPUMPED ARTESIAN WELLS AMONG A WELL GROUP1

ABSTRACT. Overpumped artesian wells are defined and explained. Unified well equations which can be used for artesian, gravity and overpumped artesian wells are derived under both the steady and transient conditions of flow. The location of the boundary between artesian and gravity steady and transient flow systems in artesian aquifers, due to multiple wells among which overpumped artesian wells may exist, is explained.