eLoran系统新型信号波形设计及其性能评估          下载免费PDF全文

李婉清  刘中伟  李实锋  叶清琳 《全球定位系统》2020,45(2):13-20

增强型罗兰导航系统(eLoran)作为全球卫星导航系统(GNSS)的备份系统,是国家定位导航授时(PNT)安全的重要基础设施.针对目前标准eLoran信号存在易受交叉干扰、天波干扰,通信数据传输速率低等的问题,本文基于标准罗兰信号体制提出了两种波形改进方法(衰减函数法与对称波形法)并对新型波形进行性能评估.实验结果表明,两种方法能够有效缩短波形持续时间,加速后沿波形下降,减小发射机功耗.对称波形法能够大幅减小波形持续时间,但缩短波形持续时间也将改变原信号波形的频谱特性,利用衰减函数法可以最大程度保证信号的频谱性能.综合分析可知,新型波形能够有效利用时域资源,空余的时间可用于增加传输信号,进而提高数据调制技术的性能.  相似文献   

东北三省全面振兴的社会经济支撑能力评估     

马丽  田华征  康蕾  戚伟 《地理科学》2020,40(6):863-873

在解析支撑能力和东北问题特点的基础上，从“创新、协调、绿色、开放、共享”五大理念出发建立全面振兴社会经济支撑能力评价指标体系和综合评价方法，以地级市为单元对东北三省进行评估。研究发现：各地市社会经济支撑能力差异显著，哈大沿线核心城市的支撑能力较强，西翼城市以及朝阳、七台河、绥化、葫芦岛、铁岭、双鸭山和鹤岗等资源型城市支撑能力较弱。因此未来东北地区在振兴政策的区域分布上应有所侧重，对不同地区施以不同的振兴或扶持政策。在创新、绿色、开放方面需要集中力量重点突破，而在体制机制改革和共享服务建设方面需要全面覆盖，并重点加强黑龙江北部和辽宁、吉林西翼城市的共享能力建设。  相似文献   

城市内涝灾害受灾人口评估方法与实证研究：以哈尔滨市道里区为例     

陈鹏  赵洪阳  张继权  张硕  鲍建华  刘晓静 《地理科学》2020,40(1):158-164

城市内涝灾害频发,对居民生命安全造成严重威胁,为提高城市内涝灾害受灾人口评估精度,提出一种更为精确的受灾人口评估方法。以哈尔滨市道里区为研究区,以城市内涝灾害受灾人口为研究对象,运用一、二维非恒定流为主控方程,构建城市内涝数值模拟模型,并结合受灾人口分布特点,综合构建基于土地利用的人口随时间变化的计算模型。实现在模拟内涝灾害影响范围基础上,利用受灾人口计算模型提取白天与夜晚受灾人口分布情况。结果表明：研究区在百年一遇降雨情景下,有25条街道会发生不同程度积水,积水深度范围值为0.10~1.42 m;此级别内涝灾害在白天11条街道受灾人口数量最大值达到3 500人,夜晚10条街道受灾人口数量最大值为720人。  相似文献   

贵州草海湿地不同水位梯度沉积物中汞、砷形态分布及风险评价     

汤向宸  林陶  夏品华  黄先飞  马莉  杨羽 《湖泊科学》2020,32(1):100-110

通过改进Tessier连续提取法对贵州草海黑颈鹤栖息地不同水位梯度下沉积物汞(Hg)、砷(As)形态及生态风险进行了研究.结果表明,草海湿地沉积物中Hg含量在0.45～1.51-mg/kg之间,超过国家土壤环境质量农用地土壤风险管控标准;形态组成上,残渣态汞(Res-Hg)有机结合态汞(Org-Hg)碳酸盐结合态(Car-Hg)铁锰氧化态(Fe-O-Hg)可交换态(Ex-Hg),不同水位梯度下含量和赋存形态在不同区域不一致.As含量在16.4～23.8-mg/kg之间,形态依次为残渣态砷(Res-As)有机结合态砷(Org-As)铁锰氧化态砷(Fe-O-As)碳酸盐结合态砷(Car-As)可交换态砷(Ex-As).-As含量与贵州省土壤背景值持平,随着水位梯度的抬升,其总量呈增加趋势,残渣态占比逐步增多,性质逐渐稳定.采用地积累指数(I_(geo))、潜在生态风险指数(E_r~i)、风险评价编码法(RAC)对Hg、As的危害程度进行分析表明,基于草海较高Hg环境背景值,Hg整体污染风险较高,As处于低水平的污染风险等级且对环境影响较小.该研究揭示了不同水位梯度下Hg、As总量及形态分布特征,对草海湿地水位抬升恢复湿地提供了参考.  相似文献   

星基增强系统L1频段信息服务性能分析     

赵镇  陈刚  胡志刚 《中国地震》2020,36(4):912-923

在北斗全球导航服务进程中，北斗星基增强服务的建设是我国卫星导航事业自身建设和不断完善发展的内在需求，更是我国卫星导航系统标准化建设的必然要求。本文基于星基增强信息定位原理，研究并实现星基增强系统的标准定位算法，采用IGS站点数据及增强信息电文，对WAAS与EGNOS系统服务性能进行分析评估，在“陆态网络”数据处理中，加入SBAS信息也可对相关误差进行改正。结果表明，加入播发的差分改正信息定位精度相对于伪距单点定位显著提高，平面方向统计均方根残差优于1m，高程方向优于1.2m；研究发现受地面参考站分布区域以及电离层、观测星座的影响，WAAS和EGNOS在定位服务性能覆盖范围内均表现出一定的区域性。从总体分析来看，不同系统空间段GEO卫星播发SBAS消息特性不一，均满足单频定位需求，EGNOS稳定性低于WAAS系统，播发消息时有中断现象，在实时单频定位性能方面，WAAS的服务性能较EGNOS得到更优的解算结果。  相似文献   

基于虚拟现实技术的排水管道损伤粘合修复方法          下载免费PDF全文

于泰然  田爽  张晗 《探矿工程》2020,47(7):106-111

传统的地下排水管道损伤粘合修复方法修复后外渗较多，为了解决这一问题，基于虚拟现实技术提出了一种新的排水管道损伤粘合修复方法，通过负压波形图法定位排水管道的损伤位置和损伤程度，然后通过通信模拟器进行排水管道损伤信号的输送，计算机输出排水管道的损伤鉴定，采用虚拟仿真技术，应对不同损伤程度的排水管道，合理地进行粘合修复处理。结果表明，与传统修复方法相比，基于虚拟现实技术的排水管道损伤粘合修复材料更加合理，在修复后会通过特殊试剂进行清洗，提高了排水管道损伤处的粘合效果，降低排水管道损伤粘合修复后的外渗量。  相似文献   

Effect of wave nonlinearity on fatigue damage and extreme responses of a semi-submersible floating wind turbine     

《Applied Ocean Research》2019

Floating wind turbine has been the highlight in offshore wind industry lately. There has been great effort on developing highly sophisticated numerical model to better understand its hydrodynamic behaviour. A engineering-practical method to study the nonlinear wave effects on floating wind turbine has been recently developed. Based on the method established, the focus of this paper is to quantify the wave nonlinearity effect due to nonlinear wave kinematics by comparing the structural responses of floating wind turbine when exposed to irregular linear Airy wave and fully nonlinear wave. Critical responses and fatigue damage are studied in operational conditions and short-term extreme values are predicted in extreme conditions respectively. In the operational condition, wind effects are dominating the mean value and standard deviation of most responses except floater heave motion. The fatigue damage at the tower base is dominated by wind effects. The fatigue damage for the mooring line is more influenced by wind effects for conditions with small wave and wave effects for conditions with large wave. The wave nonlinearity effect becomes significant for surge and mooring line tension for large waves while floater heave, pitch motion, tower base bending moment and pontoon axial force are less sensitive to the nonlinear wave effect. In the extreme condition, linear wave theory underestimates wave elevation, floater surge motion and mooring line tension compared with fully nonlinear wave theory while quite close results are predicted for other responses.  相似文献   

Riparian land use and stream habitat regulate water quality     

《Limnologica》2020

Riparian land use is a key driver of stream ecosystem processes but its effects on water quality are still a matter of debate when proposing measures to improve freshwater quality. The aim of this study was to examine the influence of riparian land use on stream habitat and water chemistry, and to assess in what extent stream habitat also affects water quality. To that end, we selected eight reaches in the Ave River basin (northwestern Portugal) and compared longitudinal variations in water chemistry and stream habitat between reaches with different land use (urban, agricultural and natural), and between reaches with natural riparian areas and different habitats. Stream habitat was assessed using the Fluvial Functional Index, the HABSCORE, and the Riparian Forest Quality Index. Longitudinal variations in water chemistry were determined measuring differences in concentrations of ammonium, nitrate, phosphate and oxygen, and conductivity, pH and temperature between the downstream and the upstream ends of each reach. Nitrate concentration tended to decrease along reaches with more natural riparian areas and to increase along reaches with more urban and agricultural land uses. Longitudinal variations in water chemistry also differed between reaches with natural riparian areas, suggesting that water quality also depends on stream habitat. Moreover, longitudinal variation in water chemistry was proven a simple, useful and low-cost approach to assess the influence of land cover and stream habitat on water quality. Overall results demonstrated that both riparian land use and stream habitat influence water quality and that riparian forests are essential to reduce nutrient export to downstream ecosystems.  相似文献   

Numerical homogenization-based seismic assessment of an English-bond masonry prototype: Structural level application     

Luís C. Silva  Paulo B. Lourenço  Gabriele Milani 《地震工程与结构动力学》2020,49(9):841-862

A multiscale strategy is evaluated at a structural level for the analysis of unreinforced masonry structures. The mechanical characterization of the masonry is deduced from homogenization-based micro-scale finite element (FE) models. The derived data are here employed at a structural level via a discrete FE model. The discrete FE model is composed of quadrilateral rigid plates interconnected through vertical and horizontal interfaces. On the interfaces, between adjoining discrete elements, a model that accounts for the in- and out-of-plane behavior of masonry, with damage and plasticity, is adopted. Such interfaces represent the material pre- and post-peak regimes, its orthotropy, and, depending on the micro-model assumed, account by three-dimensional shear effects that are especially important for multi-leaf walls and complex regular textures. The discrete model has been implemented in an advanced structural analysis software where powerful built-in features as the arc-length method, line-search algorithm, and implicit or explicit solver schemes are available. The multi-scale model is applied for the dynamic study of a small English-bond masonry house prototype subjected to a series of consecutive earthquake records. Detailed comparisons between the experimental and numerical data are presented, including the results obtained through a continuous total strain rotating crack model. Quasi-static and dynamic analyses are conducted. Results demonstrate that when enough experimental information is available on the masonry components under tension, shear, and compression regimes, the approach predicts well the seismic structural response in terms of time-history displacements, seismic capacity, and damage patterns. The required computational cost (CPU time) is very attractive.  相似文献   

强震下混凝土剪力墙受弯模拟及测试实验研究          下载免费PDF全文

戴勤友  张正瑞 《地震工程学报》2020,42(2):337-344

为提高混凝土剪力墙受弯性能计算的准确度,开展强震下混凝土剪力墙受弯性能试验研究。选取1个混凝土剪力墙对比试件和3个测试试件作为研究对象,对试件施加垂直荷载和水平荷载,模拟强烈地震作用力。试验前期准备工作完成后,建立分离式有限元模型,通过计算混凝土在受压和受拉状态下的损伤弹塑性刚度,完成对有限元模型中混凝土塑性损伤分析,在此基础上,计算混凝土剪力墙受弯承载力。利用有限元模型对3个测试试件进行模拟试验,结果表明,强烈地震后3个试件的荷载-位移曲线均与实际位移值接近,且混凝土剪力墙受弯承载力试验结果与实际值的误差在2%以内,表明试验研究方法具有一定的可行性,数值模拟结果较为准确。  相似文献