浅谈中压断路器

介绍真空断路器克服”操作过电压”的措施与六氟化硫断路器的性能     

智能流体减振控制的研究与应用

智能流体是一种极具发展的前景和工程应用价值的智能材料,其流变效应可以通过施加电场和磁场来控制。本文概述了两种智能流体的基本性能,并对其进行了比较,介绍了智能流体阻惯器的几种力学模型及在土木工程结构减震控制中的应用,提出了需进一步研究的若干问题。     

人工源地电场空间变化区域性特征

认识地震电信号特征对地震短临预报具有重要意义.通过陕甘宁晋地区、川滇地区、山东及其周边地区和上海地区的换流站接地极向地下注入2100—4600 A大电流,研究各地区地电场的变化特征,以深入地认识地电场信号的区域性变化实质.研究显示:① 在陕甘宁晋地区,高沙窝大电流源的附加地电场可被分布于鄂尔多斯地块边缘弧形地带的490 km范围内的10个台站观测到,而距该信号源以西150 km的台站均未观测到该信号;② 在川滇地区,丽江信号源的南部地区观测到的信号强度和距离远大于北部地区.对于西昌大电流源,只有距其10 km处的小庙台和540 km处的仙女山台可观测到信号,而其它十几个台站均未观测到;③ 在山东和上海地区,可被观测到的人工源信号的最远距离及其特征各不相同,亦与陕甘宁晋和川滇地区大为不同;④ 对于本文所研究的地区,信号的波形变化存在着随台站与信号源距离的增加畸变程度增大的现象,一些台站只能记录到大电流开始和结束时的尖峰脉冲信息.针对上述变化特征,本文从机理和地质条件等方面进行了一些有益的探讨,以期加深对地震电信号变化特征的认识.      

上海及周边地区地闪活动特征及海陆差异

利用LS8000闪电定位系统2009—2011年的地闪观测资料对上海及周边地区(120~122.5°E,30~32°N)的地闪活动特征进行了研究。结果表明:分析区域内正地闪的比例约占8.5%,大电流地闪(电流绝对值大于50kA)的比例约为5.6%。地闪活动主要集中在6—9月,峰值出现在8月;日变化上,12:00—19:00闪电活动最为活跃,峰值出现在14:00,凌晨闪电活动最弱。从日变化上来说,正地闪和大电流地闪比例在地闪活动较强时段低于地闪活动较弱时段;在月分布上,在地闪活动最强的夏季,正地闪比例普遍在10%以下,在地闪活动较弱的春、秋、冬季,正地闪比例普遍在10%以上。以北纬31°为界,分析区域北部地闪密度基本在6~12次·km-2·a-1以上,南部基本在2.4~4.8次·km-2·a-1。同时陆地上的地闪密度要显著高于湖泊和海洋上的地闪密度,而海洋上的正地闪比例和大电流地闪比例要显著高于陆地。闪电空间分布的时间变化说明,下午地闪活动主要出现在陆地,而凌晨地闪主要出现在水体附近,其它时段则表现出过渡特征,这与下垫面的加热作用紧密相关。     

冕流电流片的白光和紫外观测研究

日冕电流片是日冕磁重联发生的主要区域, 这一过程将磁能转化为等离子体的热能和动能. 通过选取大角度光谱日冕仪(Large Angle and Spectrometric Coronagraph, LASCO)的白光与远紫外日冕成像光谱仪(Ultraviolet Coronagraph Spectrometer, UVCS)的紫外观测, 研究了2003年1月3日观测到的冕流电流片. LASCO C2白光数据显示电流片中的等离子体团在视场中可从60km·s^-1加速至340km·s^-1, 加速度为 60m·s^-2; 假设视向深度为0.3--1.5R_⊙, 得到所研究电流片在UVCS狭缝高度处的平均电子数密度约为(1.52--7.60)×10⁷cm^-3. 对沿UVCS视场狭缝分布的[Fe xviii ] 974 ? A和Lyα谱线强度进行研究, 发现电流片处的[Fe xviii ]谱线强度比周围明显增大, 计算得到所研究时段内电流片的电子温度范围为(2.94–4.04)×10⁶K; 而在电流片处的Lyα谱线强度相对周围变化不大, 在电流片内部两侧强度比中心略高, 可能的主要原因是电流片内部中心处等离子体的运动速度要比两侧快, 这使得中心比两侧有更强的多普勒暗化作用. 以UVCS观测的Lyα和[Fe xviii ]谱线的辐射强度比和计算的电子温度为约束条件, 发现当狭缝电流片处等离子体运动速度约为237–254 km·s ^?1 时, 通过理论计算的Lyα和[Fe xviii ]谱线的辐射发射率比值和观测谱线强度比值相当. 在该速度范围内, 电流片内部Lyα辐射的碰撞项约为辐射项的42%–57%. 此事件中的冕流电流片比通常情形下的冕流电流片中等离子体温度更高、运动速度更大, 可能的原因在于其南侧爆发的两个日冕物质抛射促进了电流片中的磁重联过程, 更多的磁能释放用于等离子体的加热和加速. 所得研究结果可以为我国将要发射的先进天基太阳天文台(Advanced Space-based Solar Observatory, ASO-S)未来的资料处理提供重要参考.     

Modeling of suspended sediment transport with waveinduced longshore current in Huanghe (Yellow) River Delta

A three-dimensional suspended sediment model(SED)developed by the present authors is coupled with the combinatorial model of COHERENS(Luyten et al.,1999) (the three-dimensional coupled hydrodynamical-ecological model for Regional and Shelf Seas) and SWAN(Holthuijsen et al.,2004) (the third generation wave model).SWAN is regarded as a subroutine of COHERENS and gets time-and space-varying current velocity and surface elevation from COHERENS.COHERENS gets time-and space-varying wave relevant parameters provided by SWAN.Effects of wave on current are applied in bottom shear stress,wave-induced depth-dependent radiation stress and surface drag coefficient calculation.At the same time,the damping function of suspended sediment on turbulence is introduced into COHERENS.So the sediment model SED has feed back on circulation model COHERENS.The SED obtains current as sociated parameters from COHERENS.Then a couple dhydrodynamic-sediment model COHERENS-SED being able to account for interaction between wave and current is obtained.COHERENS-SED is adopted to simulate three-dimensional suspended sediment transport in the Huanghe River delta.In terms of simulation results,there is obvious diffierence between top and bottom layer of wave-induced longshore current.The values of time series of sediment concentration gotten by COHERENS-SED have,generally,an accepted agreement extent with measurement.Significant wave heights and wave periods obtained by COHERENS-SED show that wave simulation case with current’s effect can give better agreement extent with measurement than case without current’s effect.In the meantime,suspended sediment concentration distributing rule obtained by COHERENS-SED is similar to former researches and measurement.     

Numerical Simulation of Spatial Lag Between Wave Breaking Point and Location of Maximum Wave-Induced Current

A quasi three-dimensional numerical model of wave-driven coastal currents with the effects of surface rollers is developed for the study of the spatial lag between the location of the maximum wave-induced current and the wave breaking point.The governing equations are derived from Navier-Stokes equations and solved by the hybrid method combining the fractional step finite different method in the horizontal plane with a Galerkin finite element method in the vertical direction.The surface rollers effects are considered through incorporating the creation and evolution of the roller area into the free surface shear stress.An energy equation facilitates the computation process which transfers the wave breaking energy dissipation to the surface roller energy.The wave driver model is a phase-averaged wave model based on the wave action balance equation.Two sets of laboratory experiments producing breaking waves that generated longshore currents on a planar beach are used to evaluate the model's performance.The present wave-driven coastal current model with the roller effect in the surface shear stress term can produce satisfactory results by increasing the wave-induced nearshore current velocity inside the surf zone and shifting the location of the maximum longshore current velocity landward.     

Numerical Study of Influence of Currents on Nonlinear Focusing Waves

In this paper,a numerical model for nonlinear wave propagation in currents is formulated by a set of enhanced fully nonlinear Boussinesq equations with ambient currents.This model is verified by comparison with the published results.Then the influence of currents on nonlinear focusing waves is studied by use of the numerical model.It is found that the effect of currents on the surface elevations at the focal location is negligible.Following currents can augment the maximum crest of focusing wave while decre...