火箭推进剂废液处理技术

针对双元液体火箭推进剂———红烟硝酸和混胺在使用过程中产生的废液 ,提出了用中和方法处理红烟硝酸废液 ,用再生法或氧化法处理混胺废液。原理简单 ,操作方便 ,具有较好的应用价值。     

纬度未知条件下捷联惯导系统初始对准分析

在捷联惯导系统静基座初始对准的传统方法中,一般要求准确知道当地的地理纬度,如果给定的纬度存在误差,将可能影响初始对准精度。在静基座条件下并且地理纬度未知时,研究捷联惯导系统的初始对准实现问题,并对初始对准精度作详细分析。研究结果表明,在静基座条件下,借助于捷联惯组中的陀螺和加速度计的测量值可以估计出对准点处的地理纬度,再利用估计纬度进行初始对准,如果选择初始对准算法适当,纬度估计误差将不会影响对准精度。     

变体机翼后缘多学科设计与优化

变体飞机能够改变自身外形适应不同的飞行状态,提高飞行性能,其设计涉及气动、材料、结构等多个学科。本文采用零泊松比蜂窝结构的材料作为柔性蒙皮,设计了一种具备机翼参考面积不因弯度改变而缩减的特点的机翼后缘无缝偏转机构,研究了变体机翼后缘机构多学科设计与优化方法。优化结果表明,优化后的机翼巡航和起降状态都具备良好的气动性能,不但柔性蒙皮可产生大尺度拉伸变形,而且后缘结构均能满足刚度、强度等性能指标,同时机翼结构质量相比初始设计减轻了18%。文中研究的变体机翼多学科优化设计方法,能够快速有效地完成变体机翼无缝偏转后缘优化设计。     

远场应变法测量应力强度因子

本文给出一种将常规电阻应变片贴在距裂纹尖端较远处测量Ⅰ型裂纹应力强度因子K_1的方法。此法实际上是一种实验法与数值法相结合的方法。用实验法测出应变,应变又可以用含待定系数的Williams级数表示,它们组成一组线性代数方程组。解此方程组,可获得待定系数,由待定系数与应力强度因子的已知关系,可求出K_1。 远场应变测量法,避开了裂纹尖端邻域应变梯度很大的区域和可能的塑性区,因而应变测量比较准确。 测出的应变输入数据处理设备及计算机就可以快速实时地知道含裂纹结构在承载情况的K_1,便于进行破坏控制,使设备安全而可靠的工作。     

旋转整流器式无刷交、直流发电机谐波电枢反应研究

同步发电机带整流负载后,三相电枢绕组电流将出现谐波分量,其大小及成分与负载状况以及整流器的型式相关。发电机励磁绕组电流中也出现相应的谐波分量,即谐波电枢反应。谐波励磁电流形成的磁场在电枢绕组中感应谐波电势,发电机相电压波形产生畸变。对于航空无刷直流发电机,其主发及励磁机均为带整流器的同步发电机。主发的谐波电枢反应将耦合到励磁机,从而在励磁机的电枢及励磁绕组中,除自身谐波电枢反应引起的谐波分量外,还     

我国地下水资源开发利用现状和保护的对策与措施

从分析地下淡水资源的储量及平均年更新周期出发,分析我国地下水资源开发利用中存在的问题和国内外对地下水资源保护的现状,在此基础上提出我国地下水资源保护的对策与措施。     

云纹干涉法测定高温材料弹性模量及泊松比的研究

分析了激光云纹干涉测量高温材料弹性模量和泊松比的可行性,当测量区域的尺寸大小相同时,云纹干涉法的测量灵敏度高于双表式引伸计的测量灵敏度。本文的试验采用国产铝基碳化硅材料,复制了硅橡胶正交栅,在３５０℃及其以下的温度环境中试验结果较理想。     

TS-InSAR analysis for monitoring ground deformation in Lanzhou New District,the loess Plateau of China,from 2017 to 2019

Large-scale land creation projects involving the cutting of mountains to infill gullies for construction have been carried out in Lanzhou New District (LZND). However, there is an urgent need for comprehensive and detailed research on the spatiotemporal evolution of ground deformation in LZND. Based on Sentinel-1A SAR data, combined with the urban geological background, the ground deformation in LZND from 2017 to 2019 was analysed. Two independent, multi-temporal techniques, persistent scatterers interferometry (PS-InSAR) and the small baseline subset (SBAS-InSAR), were used to calculate the deformation time series, and the results were cross-verified. The time series-monitoring results of the SBAS and PS calculations exhibited strong consistency in LZND and verified the high reliability of the experimental results. The results showed the whole surface of the LZND from March 2017 to October 2019 maintained stability, and the deformation rate was primarily in the range of ?10 to 10 mm/year. However, ground deformation in the Xicha area was evident. The maximum annual deformation rates monitored by SBAS-InSAR and PS-InSAR were ?52.48 mm/year and ?56.35 mm/year, respectively. The most typical deformation areas include the built-up area and the land creation area. The surface subsidence area was concentrated in the filling area. The ground deformation range of LZND kept expanding and accelerating from 2017 to 2019. Land creation, urban construction, geology and precipitation were the primary factors contributing to local severe ground deformation. The results of this study provide reference for the regional urban planning in LZND.