级联结构的阵列天线导航接收机抗干扰及多径抑制方法

阵列信号处理技术因其能够提供空域分辨能力已被广泛应用于卫星导航接收机领域以实现抗干扰和多径抑制。根据干扰和多径信号对导航接收机基带处理影响的不同提出了一种以数字相关器为界线划分的抗干扰与多径抑制两级处理结构:第一级处理在解扩前估计阵列接收数据的空时协方差矩阵,根据干扰信号功率远大于导航信号及噪声的特点利用子空间投影技术实现抗干扰;第二级处理在解扩后进行空间平滑解相干处理,利用基于Householder变换的广义旁瓣相消技术进行波束形成以实现多径抑制。理论分析和仿真结果表明,该级联处理技术能够有效地压制强干扰,并显著减小多径信号对导航接收机伪码测量的影响。     

GNSS信号功率增强对调零抗干扰接收机的性能影响

由于卫星端信号发射功率小、信号传播损耗大,到达接收机的卫星导航信号极其微弱,容易被干扰。为有效应对电磁干扰的威胁,在系统层面和用户层面同时采取抗干扰措施将是一种很好的选择。建立调零抗干扰接收机抗干扰能力分析模型,并定量分析信号功率增强对调零抗干扰接收机抗干扰性能的提升效果。结果表明：信号功率每增强10 dB,接收机抗干扰能力可提升3～4 dB,但从提高接收机非极限条件下的接收性能(载噪比、测距定位精度等)的角度,信号功率增强15～20 dB时,接收性能最优。研究成果可为卫星功率增强量的优化设计以及终端抗干扰设计提供参考。     

Mitigation effects on the reflected overpressure of blast shock with water surrounding an explosive in a confined space

The mitigation of blast shock with water has broad application prospects. Understanding the mitigation effects on the reflected overpressure of the explosion shock with water surrounding an explosive in a confined space is of great significance for military explosives safety applications. To estimate the effects of the parameters on the reflected overpressure of blasted shock wave, a series of experiments were carried out in confined containers with spherical explosives immersed in a certain thickness of water, and numerical simulations were conducted to explore the corresponding mechanisms. The results reveal that the reflected overpressure is abnormally aggravated at a small scaled distance. This aggravation is due to the high impulse of the bulk accelerated water shell converted from the explosion. With increasing scaled distance, the energy will be gradually dissipated. The mitigation effects will appear with the dispersed water phase front impacting at a larger scaled distance, except in the case of a dense water phase state. A critical scaled distance range of 0.7—0.8 m/kg1/3 for effective mitigation was found. It is suggested that the scaled distance of space walls should be larger than the critical value for a certain water-to-explosive weight ratio range (5—20).     

Relative performance of novel blast wave mitigation system to conventional system based on mitigation percent criteria

Recent researches focused on developing robust blast load mitigation systems due to the threats of terrorist attacks. One of the main embraced strategies is the structural systems that use mitigation techniques. They are developed from a combination of structural elements and described herein as conventional systems. Among the promising techniques is that redirect the waves propagation through hollow tubes. The blast wave propagation through tubes provides an efficient system since it combines many blast wave phenomena, such as reflection, diffraction, and interaction. In this research, a novel blast load mitigation system, employed as a protection fence, is developed using a technique similar to the technique of the bent tube in manipulating the shock-wave. The relative performance of the novel system to the conventional system is evaluated based on mitigation percent criteria. Performances of both systems are calculated through numerical simulation. The proposed novel system proved to satisfy high performance in mitigating the generated blast waves from charges weight up to 500 kg TNT at relatively small standoff distances (5 m and 8 m). It mitigates at least 94％ of the blast waves, which means that only 6％ of that blast impulse is considered as the applied load on the targeted structure.     

基于 RELAX 的 UWB-SAR 抑制 RFI 算法

在首先给出超宽带合成孔径雷达 ( UWB-SAR)抑制射频干扰 ( RFI)问题的参数化模型基础上 ,从信号参数估计出发 ,具体推导了实信号下 RELAX算法的计算公式。针对 RFI的复杂性 ,提出了一种逐级RELAX算法 ( GRELAX)。基于仿真和实测数据的实验结果表明 :GRELAX算法能够有效地抑制 RFI,并具有较快的运算速度     

Humanitarian response to hurricane disasters: Coordinating flood‐risk mitigation with fundraising and relief operations

To alleviate flooding, caused by hurricanes, governments build structural barriers called levees. In addition, relief providers such as the nongovernmental organizations and charities raise funds, and procure and deliver supplies (food, water, and medicines) for humanitarian relief. The strategy for managing disasters must, therefore, weigh the costs and benefits of building levees as well as procuring and delivering supplies. We use a three‐stage decision making framework to study how the investment in levee capacity can be integrated with supply procurements, fundraising, and rapid response. One of our major findings is that a large fundraising cost discourages postdisaster funding, implying relatively large investments in levee and prepositioned supplies. That notwithstanding, a large social value (of saving life) can tilt the balance in favor of postdisaster funding. If the levee capacity increases, funding for predisaster procurement is reduced without affecting postdisaster funding. For a sufficiently large increase in capacity, however, postdisaster response becomes superfluous. We also find that hurricane uncertainty motivates levees with large capacity. In contrast, levee‐failures motivate levees with small capacity.     

空间布置中的干涉性检查算法

本文提出一种新的干涉性检查算法:首先估计被测对象是否位于可能发生干涉的区域,若是,则再进一步检查它们之间是否接触或穿越等。算法简单明了,效率较高,适用面广,计算机运行结果证实了算法的正确性和可靠性。     

导弹反拦截电子对抗

简要叙述了"爱国者"导弹PAC-3·ERINT系统的特点、对抗措施、对抗过程、假目标布设原则、假目标群的发射间隔时间和假目标材料等。     

海水声速快速高精度测量方法研究

声速是海洋中重要的声学量之一,是影响声波在海洋中传播的最基本的物理参数,掌握精确的声速值在理论研究和工程实践中都具有十分重要的意义。本文采用的测量方案结构简单,通过连续波信号参数估计的方法实现声传播时间测量,进而得到声速值。采用伪随机序列对连续波的调制处理,克服了单频连续波信号在测量中存在的整周期模糊与回波干扰问题。通过构建声速试验平台,进行了系统校准与测量实验,实验结果表明该方法具有测量精度高、响应快速的优点,适合于在水下机动平台上对海洋声速剖面进行快速、高精度的测量。     

Shock wave mitigation using zig-zag structures and cylindrical obstructions

The present study focuses on the mitigation of shock wave using novel geometric passages in the flow field. The strategy is to produce multiple shock reflections and diffractions in the passage with minimum flow obstruction, which in turn is expected to reduce the shock wave strength at the target location. In the present study the interaction of a plane shock front (generated from a shock tube) with various geometric designs such as, 1) zig-zag geometric passage, 2) staggered cylindrical obstructions and 3) zig-zag passage with cylindrical obstructions have been investigated using computational technique. It is seen from the numerical simulation that, among the various designs, the maximum shock attenuation is produced by the zig-zag passage with cylindrical obstructions which is then followed by zig-zag passage and staggered cylindrical obstructions. A comprehensive investigation on the shock wave reflection and diffraction phenomena happening in the proposed complex passages have also been carried out. In the new zig-zag design, the initial shock wave undergoes shock wave reflection and diffraction process which swaps alternatively as the shock front moves from one turn to the other turn. This cyclic shock reflection and diffraction process helps in diffusing the shock wave energy with practically no obstruction to the flow field. It is found that by combining the shock attenuation ability of zig-zag passage (using shock reflection and diffraction) with the shock attenuation ability of cylindrical blocks (by flow obstruction), a drastic attenuation in shock strength can be achieved with moderate level of flow blocking.