特殊工况下抽水蓄能电站系统参数过渡过程分析

在抽水蓄能电站水力过渡过程数值模拟中,由于水泵-水轮机全特性曲线所具有的特殊性,使得尾水管进口最小压力在机组相继甩负荷工况下会大幅度降低,且时常会成为控制值。以一维刚性水锤及弹性水锤的特征线方法(MOC)为理论基础,结合某"一洞两机"布置形式的抽水蓄能电站工程实例,对该电站相继甩负荷工况下引水隧洞洞径及尾水岔管相对位置对过渡过程的影响进行了数值模拟。结果表明:在设置尾水调压室的情况下,拟通过改变引水隧洞洞径来调节尾水进口最小压力的措施是不经济的,引水隧洞的面积只需使其中的水流能够保持经济流速即可;在满足工程布置的前提下,应尽量减小尾水支管的长度,以保证输水发电系统的安全运行。     

多种监测方法在城口县庙坝镇堰塞湖抢险救灾工作中的综合运用

城口县庙坝镇堰塞湖抢险救灾工作中,综合采用了宏观巡查、裂缝观测、全站仪监测、GPS监测等多种监测手段,对滑坡堆积体进行全天候监测,为抢险救灾总体决策及24h不间断抢险施工提供了有力保障,成功进行了3次预警,避免了重大险情的发生。该文在分析各种监测方法特点的基础上,提出在地质灾害应急监测中多种监测方法综合运用的思路。     

大光包滑坡滑带碎裂岩体原位钻孔剪切试验研究

安县大光包滑坡是汶川地震触发的最大规模滑坡,滑坡南侧暴露长约1.8 km顺层滑带,其岩体高度碎裂化,引起广泛关注。为准确评价滑带碎裂岩体的强度参数,笔者在前人研究的基础上开展了细致的野外调查工作,采用法国Phicometre岩土两用原位钻孔剪切试验仪对大光包滑坡滑带碎裂岩体进行了原位剪切试验。将试验结果与Hoek–Brown岩体强度准则估值和基于工程地质类比法的力学参数建议值进行了对比分析。基于以上研究,提出了大光包滑坡南侧顺层滑带碎裂岩体力学参数建议值:内聚力为245~480 k Pa,内摩擦角为25.0°~26.5°。     

Detection of Damaged Distribution Surge Arresters Using an Impulse Generator

Distribution surge arresters with an internal series gap have been installed on Japanese distribution lines at high density to reduce lightning‐related overvoltages. In contrast, surge arresters are sometimes damaged by direct lightning strokes, particularly in winter. Measurement of the insulation resistance between the terminals of the surge arrester and measurement of the dc discharge voltage of the surge arrester are generally adopted to detect damaged arresters. However, if metal‐oxide (MO) varistors are damaged and the internal series gap is not damaged, it is difficult to detect damaged arresters by the two conventional methods. Therefore, this paper presents a proposed detection method that can accurately detect damaged arresters. In the proposed method, first, the voltage between the terminals of the surge arrester is measured when the output of an impulse generator is applied to the surge arrester. Second, the damaged arrester is detected by comparison between its voltage waveform and the voltage waveform of the nondamaged arrester. The detection rate of damaged arresters by the proposed method is markedly higher than the rates of detection by the two conventional methods.     

抗感应雷浪涌的EMI模块

介绍了用于LED灯的新型抗感应浪涌的EMI模块的结构及原理电路．讨论了其工作原理和器件参数对工作的影响，分析模块中磁集成共模电感的结构。     

公路滑坡防治与实例分析

通过对滑坡类型及成因的认识,采用数值模拟及相关规范规程计算,针对性的制定相应的解决措施,并通过实例来阐述治理方案的重要性,以期有效、经济、合理的解决公路上的地质灾害。     

Numerical investigation of tip clearance effects in an axial transonic compressor

Numerical investigations of the Darmstadt transonic single stage compressor (DTC), in the Rotor1-Stator1 configuration, aimed at advancing the understanding of the effect of different rotor tip gaps and transition modelling on the blade surfaces are presented. Steady three dimensional Reynolds Averaged Navier Stokes (RANS) simulations were performed to obtain the flow fields for the different configurations at different operating conditions using the RANS-Solver TRACE. The stage geometry and the multi-block structured grid were generated by G3DMESH and a grid sensitivity analysis was conducted. For the clearance gap region, a fully gridded special H-grid was chosen. Comparisons were made between the flow characteristic at design speed, representative for a transonic flow regime, and at 65% speed, representative for a subsonic flow regime. The computations were used to analyse the flow phenomena through the tip clearance region for the different configurations and their impact on the performance of the compressor stage.     

Evaluation of MOSA condition using leakage current method

This paper covers the evaluation of metal-oxide surge arrester (MOSA) condition using the method based on the analysis of leakage current at the operating voltage of the network. A comparison is made between the following variants of this method: (1) the method based on harmonic analysis of the total leakage current; (2) the method based on the third order harmonic of the resistive leakage current; (3) the method of power loss; (4) the capacitive current compensation method; and (5) the method based on direct measurement of the amplitude of the resistive leakage current. For these methods the appropriate indicators are introduced for evaluating the MOSA condition. The application of these methods is analyzed depending on fluctuation and the presence of higher harmonics of the MOSA operating voltage. Calculations were conducted using the program MATLAB on a simplified equivalent circuit of a MOSA with a non-linear element modeled using the degree function. Based on the calculation results, a gradation was made for the applicability of individual indicators for evaluating the MOSA condition which indicates a special advantage for using the fundamental harmonic of the resistive component of leakage current and the fundamental harmonic of power loss.     

山西屯绛水库大坝下游坝坡表面滑脱原因分析

对山西省屯绛水库的工程概况及工程地质条件进行了简单介绍，从大坝的土体性质进行了研究，对其大坝下游坝坡表面脱落的原因进行了分析，提出了解决坝坡表面脱落的方法，以确保坝体土的稳定性。     

某输电线路工程滑坡特征分析与评价

某750 kV输电线路部分段走径于天水地区滑坡区段,区域滑坡类型主要以黄土滑坡和黄土-泥岩接触面滑坡为主,最易滑坡坡度在20°~39°之间,占全部滑坡的72.3%;滑坡的形成原因主要有地质构造、地震作用、岩性特征、地形地貌、水文气象条件和人类活动等多个方面;通过分析地区滑坡特征,采取滑带土进行室内试验,分析滑带土物理力学性质,进行典型滑坡的稳定性分析与评价。