GPS中英文翻译
GPS实时监控系统中英文对照外文翻译文献
中英文资料对照外文翻译(文档含英文原文和中文翻译)GPS Real-Time Supervisory System and Application in the Construction of Face Rockfill Dam ABSTRACTAccording to the quality control needs of filling construction of the face rockfill dam, by means o f the global satellite positioning technology , the wireless data communication technology, the computer technology and the data processing and analysis technology, and integrating with the roller compaction machine, the GPS real-time supervisory system is developed in this paper. It can be used to real-timely supervise the construction quality of the roller compaction for filling engineering.The composition and applied characteristics of GPS system, and the key technique problem and solution of the design are discussed. The height accuracy of GPS system is analyzed and the preliminary application is introduced.KEY WORDS :GPS; filling construction; quality control; integrated system; face rockfill damIntroductionAt present , in the quality management of filling construction of the face rockfill dam,the quality control method of “dual controls”is mainly adopted, of which one is manually controling the parameters of roller compaction including thickness and roughness of filling layer and rolled times and rolled speed o f compaction machines,the other is inspecting the test hole sampling manually in the area. The method play a positive role in promoting domestic development of concrete faced rockfill dam. How ever, the traditional manual management mechanism can't meet the demands of mo- dern mechanized construction and schedule anymore, with increasing of scale of con- crete face rockfill dam. Concrete faced rockfill dam of Shuibuya project in Qing jiang River of Hubei Province, China,ranking first in dam height of the same type in the world, is as high as 233 m. The project has a total filling volume of 1. 6 ×107 m3 and more than 6×105 m3 for peak filling volume of a single month, so demands much more to control the quality of filling construction of the dam. For the sake of supervise-ing the filling construction quality quickly in time, it is very important to develop a supervisory system of the construction quality of the roller compaction for fill-ing engineering, which has characteristics of real-time, continuity , automation and high precision. T he supervisory system has a great meaning for improving the const- ruction quality of Shuibuya project .As a brand-new technology of modern spatial satellites navigation and position- ing system,GPS has g radually replaced the normal optical and electrical surveying equipment in more and more fields. Since 1980s, especially after 1990s,GPS techno- logy has lead the spatial positioning technology , combining with modern communi- cation technology,to a revolutionary change. The method for simultaneously determ- ineing three dimensional coordinates by GPS has changed the traditional positioning technology from land with inshore to entire ocean and outer space, from statics to kinematics, from point positioning to network difference, from afterwards processing to real-time positioning and navigation, and absolute and relative positioning précisi- on coming to meter level, centimeter level, even submillimeter level, therefore, expands the fields of application and effect in every walk of life. The fast development and improvement of modern data communication technology, computer technology, electrical technology and the spatial positioning technology on behalf of GPS make supervision of high precision real-time continuity and automation feasible.According to the requirements o f construction quality management for roller compaction in filling engineering, by means of the global satellite positioning technology, the wireless data communication technology, the computer technology and the data processing and analysis technology,and integrating with the roller comp- action machine, in 2004 Wuhan University and Qing jiang Hydroelectric Develop- ment Corp. Ltd. Jointly developed a real-time supervisory system suitable for the quality management needs of roller compact- ion in filling engineering, i. e. real-time supervisory system of filling construction quality( GPS system for short afterwards) . The system has comprehensive functions of real-time, high precision, continuity, automation etc. , so can be applied to real-time supervising construct- ion quality of filling compaction for dam, road, protection dike, airport etc. and becomes an effective assistant of ensuring the construction quality for project . Combining with engineering needs and system characteristics, the composition, key techniques and schemes of the system are discussed in this paper. The height accuracy of the system is analyzed and the preliminary application is introduced.1 Composition and characteristics of GPS Real-time supervisorysystem1. 1 Composition of the systemHardware unit of the system mainly includes 3 parts as follows:1) Receiving system of GPS satellite signals;2) Wireless network data communication system;3) Computer system.Fig. 1 Illustration of the system network structureAccording to the requirements of compaction for filling and ram- ming engineering and construction quality management to system, the system is composed of supervisory center, network relay station, locale sub-control station,GPS reference station and mobile terminals ( including roller compaction machines and quality supervisor work- ing vehicle) , regarding the effect of wireless communication from topographic environment. Fig . 1 is the illustration of construction quality supervisory system for filling compaction project . If the topographic environment is good and the distance between the filling construction on-the-spot and the system supervisory center is not long, the network relay station can be removed.1. 1. 1 Supervisory centerSupervisory center is the heart of the system,where the differential data of GPS reference station are emitted to the GPS mobile stations, and at the same time, receiv- es the position information fed back by the mobile stations continuously and real- timely through wireless data communication. Combining the needs of construction,electronic display screen equipped in the supervisory center can real-timely display the accurate moving location and status information of the roller compaction machin- es as well as the quality supervisor working vehicle for compaction planes of the dam, remotely monitor the state ofcompaction quality of filling engineering, and offer leaders the basis of decision. T he processing , analysis, storage of the system data and so on are carried out in the supervisory center.1. 1. 2 Locale sub-supervisory stationLocale sub-supervisory station is the extension of the system control center, and provides convenience for locale supervisor. By accessing information of the system supervisory center, the supervisor can master the status of engineering construction and the construction quality in time just in the construction locale supervisor room.Once quality deviation appears, the supervisor can tackle with the construction side on the construction locale, reminding the constructors and asking them for rectifying.1. 1. 3 GPS reference stationGPS reference station is set for increasing the supervisory precision of the system by means of DGPS technology. We set a GPS receiver on a known site as a reference station and carry out GPS observation, then emit the GPS observation data and known location information of the reference station real-timely to the GPS mobile stations, and process the data along with mobile stations' GPS observation data by means of diferential processing of carrier phases, consequen-tly calculate the spatial location information of the mobile stations, whose positioning precision can increase. T he method above is named DGPS technol-ogy. In general, GPS reference station should be set up in the supervisory center for the sake of convenient supporting pow- er, management and maintenance. To ensure the supervisory precision, it is stressed that the distance between the GPS reference station and the construction area must be less than 5-6 km, and the distance controlling requirement can be satisfied in practice.1. 1. 4 Mobile terminalMobile terminal includes system-requiring equipments installed in the project supervisory car and roller compaction machines.1) Mobile terminal installed in the roller compaction machineA mobile terminal installed in a roller compaction machine is mainly composed of an integrated system unit, a GPS receiver antenna and a wireless communication antenna. The system unit integrates main equipments of industrial platform computer, GPS receiver, wireless communication and so on. Mobile terminal is mobile super- visory equipment like GPS moving station, and carries out GPS mobile observation. Its control items mainly include the rolled track, rolled speed, and rolled times of the roller compaction machines. Mobile terminals feed back the effective observation result to the supervisory center continuously and real-timely. Meanwhile, the platform computer reflects the work status of the roller compaction machine real-timely, by means of figures and tables in the system unit of driver's cab of the roller compaction machine. The operator of the roller compaction machine can check out whether his or her work meets the quality requirement on the display screen.2) Mobile terminal installed in the project supervisory carProject supervisory car is the working vehicle for construction quality super- vising that is equipped exclusively for the project supervisors.Its main tasks are carr- ying out GPS mobile observation and supervising locale quality . Its main items of observation are the thickness variations of paving layer before and after the compact- ion, supporting data for controlling the paving thickness and roughness of filling layer and calculating the compacted rate. T he supervisory car also feeds the observation results back to supervisory center. Besides, according to the system supervisory data, it conducts the locale construction from the point of riew of quality management .Mobile terminal installed in the project supervisory car and mobile terminal installed in the roller compaction machine resemble each other.1. 2 Main characteristics of the systemMain characteristics of GPS real-time supervisory system are as follows.1 ) Continuous real-time supervision. Data communication achieves bi-direct- ional transmission in a real sense. The movement tracks and velocities of the roller compaction machines can be displayed real-timely , and three dimensional location information at the sampling rate of one second can be displayed real-timely on the display screen, no matter whether it is in the supervisory center, on locale subsuper- visory station or in mobile terminals. The observation data of the system are cont- inuous, and the processed results at interval of one second meet enough the need of continuity of supervisory data from the system.2) High degree of automation. In the whole system, it is fully automatic that emitting the differential data of reference station to mobile terminals, feeding back the position information of terminals to supervisory center, displaying the movement track and velocities of all roller compaction machines both in the supervisory center and in the mobile terminals, storing and proceeding data and feedback analyzing , etc.3) Easy and convenient operation. The supervisory center and network relay station of the system are designed fully according to the need of full automation, and the parts operated manually mainly concentrate on mobile terminals. T he operation of the mobile terminals is very easy and convenient, which contains only several simple necessary steps such as turning on and off the unit etc.Besides, the equipment s of mobile terminal are compact , of small weight and size and its loading and unloading is also very easy.4) High precision. Thank to GPS RTK technology adopted for data processing of the system and the distance between the mobile terminals of Shuibuy a project and GPS reference station does not exceed 3 km, it s horizontal precision achieves ±( 1- 2) cm, which fully meets supervisory quality needs of horizontal position of the compaction construction, and can efficiently supervise the movement track, velocity and rolled times of the roller compaction machines. In regard to elevation, as long as the mobile terminals operate in a given way and rational elevation fitting model is adopted, the precision of the system alsoachieves ±( 1-2) cm( read the analysis afterwards) , which can meet the control needs of thickness and roughness of filling layers of the compaction construction.5) All weathered 24-hours work of many mobile terminals. In the case of using 10 mobile terminals simultaneously, the system has a communication rate no less than 100 Kbps, and can support the application of point-to-point, point-to-multipoint and network relay station. The system does not suffer from the effect of weather , and meets the need of all-weathered 24-hours work of dam project .2 Key problem and solution of the system design1) Real-Time supervision of rolled parameters.Parameters of the roller compaction mainly refers to movement track, velocity, rolled times of the roller compaction machines for mobile terminals, which need real- time supervision, and can be used to control construction quality. Therefore, in order to ensure the real-time feedback of positioning data, the wireless communication data links need to achieve the function of point-to-multipoint and bi-directional high communication rate. The optimal design for solving the problem is to choose the mode of radio or GSM mobile phone. Taking account of the economy and practice- ability, the system adopts wireless frequency augmented communication technology , achieves transmitting GPS differential data of the reference station real-timely to each mobile terminal, feeding back the three dimensional spatial location information of each mobile terminal real-timely to supervisory center and supporting position results at interval of one second. T his way,not only the system of each roller compaction machine can reflect its own status o f compaction.Real-timely on the display screen, but also the supervisory center and locale sub-supervisory station can supervise the working status of each mobile terminal real-timely.2) Precision of observation data. The precision of GPS RTK is cm-level in general, considering that the distance between the mobile terminals of Shuibuya project and GPS reference station does not exceed 3 km, its horizontalpositioning precision fully meets calculation precision needs of the movement track, velocity and rolled times of the roller compaction machines. In order to ensure the elevation precision of thickness and roughness of filling layer, besides choosing high perform- ance and anti-noise dual-frequency GPS receivers, adopting proper method for acqui- ring three elevations data of before filling, after filling and after compaction and elev- ation fitted model, can make the elevation accuracy increase. By analysis, the elevate- ion precision can achieve±( 1-2) cm, which fully meets the control needs of thick- ness and roughness of filling layers.3) Stability of the system. Because the filling construction of modern face rock- fill dam lasts all-weathered 24-hours without break, and many roller compaction machines work simultaneously, it is required that the supervisory center,network relay station and each mobile terminal of the system work stably for a long time. Because of the fixed set of supervisory center and network relay station, if there is surely provision of work power, and without manual destruction and incorrect manipulation, there is no problem for running on normal condition. But the mobile terminal set in the roller compaction machine not only suffers from the vibration effect of roller,but also is incorrectly manipulated easily when the driver suffers from work tiredness, therefore, the stability design of integrated system unit of mobile terminal becomes a key problem.4) Power-supply way. Because the reference station is set in the supervisory center, power-supply of its GPS host, radio of emission and reception, and superviso- ry computer has no problem. As involving each mobile terminal, it refers to the power-supply problems of GPS host , radio of emission and reception, plat form computer and fan for heat emission etc. Experiment work takes out-set accumulator jars to provide power,which can ensure work in a short time, but can not be used in a long time work of project , so there is need to usethe roller compaction machine to supply power in the formal operation of system. The problem key of power-supply ispracticality and to ensure that it doesn't make destruction to the system equipment , in this way,exclusive power component and relevant cable conductor and adapter connector are designed and produced.3 Elevation accuracy analysis of the systemIn order to evaluate the elevation accuracy of the system, on a filling surface of the experimental field, using a light car and taking the movement track covering the whole surface almost even, three groups of data of the same elevation surface are obtained. One group of movement track is illustrated as Fig . 2 ( the unit is meter) . As far as three groups of data collected in the experiment are concerned, because the velocity of the car are different and interval distance of two neighbored track line are unequal, the amounts of dots of the groups are different , they are 906, 922 and 639 respectively. It is necessary to adopt grid method to make fitting, regarding the data dots collected in fact like in Fig. 2 is irregular. Grid method is arraying matrix like grid of small squares, and calculating elevation of each grid point by distance weig- hted average method or least square curved surface fitting. In this paper, distance Weighted average method is adopted to calculate the elevation. The method is dependent on the assumption that the elevation of any point in the field is effected by the elevation of surrounding points, and the effect is inversely proportional to the distance between them. To calculate the elevation of a grid point , firstly make a searching circle whose center is at the grid point and radius is a limitative value, and require that there are some data points in the search circle, then calculate the elevation of the grid point by distance weighted average method. The other grid points are calculated serially in this way as well.Fig. 2 Track diagram for on group of experimental dataSupposing that the coordinates of a certain grid point is x 0 , y 0 , the coordinates of another point in the searching circle is x i , y i , then the distance between these points is:D i = )(0202y )((y x x i i --+ Hence the elevation of the grid point is: H 0 =∑∑)/1()/(iii D D H In the term of factual situation of the three groups of data collected in experiment, aiming at establishing grid to analyze conveniently , firstly make a transformation of coordinate properly,then establish a 1 m×1 m grid points figure which has a length of 32 m, and a width of 11 m( figure is omitted) . There are 310 points in all.Adopting distance weighted average method above, the elevations of grid points in the three groups of data are calculated respectively. In order to estimate the height accuracy of the system, assume that the elevation accuracy of each grid point is equal, then calculate differential elevations d jk of the same grid points in two groups of data, there after calculate the external accord accuracy in the term of following formula,m H =[]npdd 2 where p= 1, and set d i ( 12)=H i ( 1)-H i ( 2),d i (23)=H i (2)-H i (3)(i=1,2,3…,310), n=2×310=620,[]pdd =)(232331011212di di di di i ⋅+⋅=∑= If set searching circle radius Rrespectively 1. 0m, 1. 5 m and 2. 0 m, make a statistics and calculation of the height accuracy m H of each grid point of the system in the way above, the results are ±1. 37 cm, ±1. 32 cm and ±1. 30 cm respectively. The increase of searching circle radius improves the height accuracy of system, but not obviously . It is known as the height accuracy of the systemtest achieves 1. 4 cm, it fully meets the need of quality control for paving thickness and roughness of filling layers.4 Preliminary application of the systemBecause the development of GPS real-time supervisory system in the construc- tion of face rockfill dam is a pioneer in our country , and there are no relevant reports around the world,so there are no available experience for imitating. In this way, during the system development , the panel of development go deep into construction site for many times, ask about the construction technique of roller compaction,hold extensive intercourses with technicians of construct- ion, supervision and manag- ement , get familiar with work perform- ance of roller compaction machine, and carry out repeating experim- ents combining the practical project of filling compaction and the compaction experiment field of Shuibuya project . All the work establishes the basis of finalizing the product design of the system. At present , four sets of sample equipment of mobile terminal integrated unit have been developed and all of them have been put into running in the filling compaction of Shuibuya project . At the same time, the further perfecting of the system and development of product are in active preparation. Fig. 3 shows the roller compaction machinewith mobile terminal superviseory integrated system. Fig . 4 shows the software interface of supervisory center system.Fig. 3 Application of the moving remote Fig. 4 Main interface of the system monitoring and controlling system and controlling central According to available experiment and application, the whole status of the system is good. Because construction units of modern project more and more pursue economy benefit , how to bring application of the system into security system of construction quality and establish relative measurements is the primary requisitely solved problem for the department of administration. Meanwhile, in order to apply to each kind of compaction machine and benefit for supervision of construction quality, the system needs a further improvement and perfecting in the aspect of unit bodily form and module integration of mobile terminal.With the opening of curtain of China's West great exploitation and start-up of lots of foundational construction projects, there are large-scaled soil-rock material projects and relevant roller compacti- on in the projects of road, railway, airport , water conservancy, power station, etc. The successful development of the system not only applies to supervisory need of compaction quality in soil-rock material projects,but also applies to real-time supervision of regional engineering security and moving carrier,therefore, its application market prospect is very wide.REFERENCES1Jiang G C ( 2002) Quality controlling of roller compaction in high rockfill dam. Guizhou Hydropower , 16( 4) : 75-78 ( in Chinese)2 Wu X M ( 2002) Design research of GPS real-time supervisory system of roller compaction quality in face rockfill dam. Hydropower , ( 10) : 30-32 ( in Chinese)3 Huang S X, Zeng H E ( 2004) Height accuracy estimation of the roller compaction experiment based on GPS real-time monitoring system. Journal of Geomatics , 29( 5) : 39-40 ( in Chinese)GPS实时监控系统的建设以及在面板堆石坝上的应用摘要根据质量控制需要的填筑施工的面板堆石坝,采用欧氏全球卫星定位技术、无线数据通讯技术、计算机技术和数据处理与分析技术,结合碾压机械进行集成,对GPS实时监控系统的开发进行了论述。
科技文献中英文对照翻译
Sensing Human Activity:GPS Tracking感应人类活动:GPS跟踪Stefan van der Spek1,*,Jeroen van Schaick1,Peter de Bois1,2and Remco de Haan1Abstract:The enhancement of GPS technology enables the use of GPS devices not only as navigation and orientation tools,but also as instruments used to capture travelled routes:assensors that measure activity on a city scale or the regional scale.TU Delft developed aprocess and database architecture for collecting data on pedestrian movement in threeEuropean city centres,Norwich,Rouen and Koblenz,and in another experiment forcollecting activity data of13families in Almere(The Netherlands)for one week.Thequestion posed in this paper is:what is the value of GPS as‘sensor technology’measuringactivities of people?The conclusion is that GPS offers a widely useable instrument tocollect invaluable spatial-temporal data on different scales and in different settings addingnew layers of knowledge to urban studies,but the use of GPS-technology and deploymentof GPS-devices still offers significant challenges for future research.摘要:增强GPS技术支持使用GPS设备不仅作为导航和定位工具,但也为仪器用来捕捉旅行路线:作为传感器,测量活动在一个城市或区域范围内规模。
GPS术语要点
GPS术语 -- 词汇与概念解释( 按英文术语的第一个字母排序 )历书(Almanac)由G P S 卫星传送的资料,包括所有卫星的轨道信息、时钟修正以及大气时延参数。
这些资料用于支持快速卫星捕获。
历书中的轨道信息不如星历表精确,但有效时间较长〔一至两年〕。
模糊值 (Ambiguity)当一个接收站对经过的一颗卫星进行连续观测,为重建载波相位中包含的一个未知整周数。
纬度幅角(Argument of Latitude)真近点角与近地点幅角的和。
近地点幅角 (Argument of Perigee)在椭圆轨道的焦点上观察到的从升交点到轨道天体至焦点的最近距离处的角度或弧段,此角度是在轨道平面上沿轨道天体运动方向度量的。
升交点(Ascending Node)一个物体的轨道从南至北穿过参考平面〔亦即赤道平面〕的点。
方位角(Azimuth)由一个固定方向〔如北方〕与物体方向在水平方向的角距离。
带宽(Bandwidth)信号携带信息能力的量度,用该信号的谱宽度〔频域〕表示,单位为赫兹。
基线(Baseline)当两个观测点同步接收G P S 资料,并用差分方法进行数据处理时,这两个点之间的三维向量距离叫做基线。
差拍(Beat Frequency)两个频率的信号混频时产生的两个附加频率之中的任何一个。
这两个拍频等于原来两个频率的和或差。
偏置(Bias)见“整数偏置”。
二进制双相调制(Binary Biphase Modulation)在一个频率恒定的载波上的0度或180度的相位变化〔分别代表二进制的0或1〕。
GPS信号是双相调制的。
二进制脉冲编码调制(Binary Pulse Code Modulation)使用一串二进制数字〔编码〕的脉冲调制。
这种编码通常由“0”或“1”来表示,而“0”和“1”是具有明确含义〔如波的相位变化或方向变化〕的。
蓝皮书(Bluebook)由“N G S 蓝色参考书”衍生出的俗称。
书中包括N G S 要求大地测量数据所应有的信息和格式。
GPS术语英文翻译大全
GPS术语英文翻译大全Acquisition Time: 初始定位时间Active Leg: 激活航线Adapter: 转接器、拾音器、接合器Airborne: 空运的、空降的、机载的、通过无线电传播的Alkaline: 碱性的、碱性Almanac: 历书、概略星历Anti-Spoofing: 反电子欺骗Artwork: 工艺、工艺图、原图Atomic Clock: 原子钟Auto-controlling: 自动控制Avionics: 航空电子工学;电子设备Azimuth: 方位角、方位(从当前位置到目的地的方向) Beacon: 信标Bearing: 方向,方位(从当前位置到目的地的方向) Bug: 故障、缺陷、干扰、雷达位置测定器、窃听器Built-in: 内置的、嵌入的Cellular: 单元的、格网的、蜂窝的、网眼的Cinderella: 水晶鞋、灰姑娘Coarse Acquisition Code(C/A): 粗捕获码Cold Start: 冷启动Connector: 接头、插头、转接器Constellation: 星座Control Segment: 控制部分Converter: 转换器、交换器、换能器、变频管、变频器、转换反应堆Coordinate: 坐标Co-pilot: 飞机副驾驶Cost-effective: 成本低,收效大的Course: 路线、路程、航线Course Deviation Indicator (CDI): 航线偏航指示Course Made Good (CMG): 从起点到当前位置的方位Course Over Ground (COG): 对地航向Course To Steer(CTS): 到目的地的最佳行驶方向Crosstrack Error (XTE/XTK): 偏航De-emphasis: 去矫、去加重Definition: 清晰度Diagonal: 对角线、斜的、对角线的Distinguishability: 分辨率Dropping resistors: 减压电阻器、将压电阻器Datum: 基准Desired Track (DTK): 期望航线(从起点到终点的路线) Differential GPS (DGPS): 差分GPSDilution of Precision (DOP): 精度衰减因子Elevation: 海拔、标高、高度、仰角、垂直切面、正观图Enroute: 在航线上、航线飞行Ephemeris: 星历Estimated Position Error (EPE): 估计位置误差Estimated Time Enroute (ETE): 估计在途时间(已当前速度计算) Estimated Time of Arrival (ETA): 估计到达时间Front-loading data cartridges: 前载数据卡Geodesy: 大地测量学Global Positioning System(GPS): 全球定位系统GLONASS: 俄国全球定位系统GOTO: 从当前位置到另一航路点的航线Greenwich Mean Time: 格林威治时间Grid: 格网坐标Heading: 航向Headphone: 戴在头上的收话器、双耳式耳机Headset amplifier: 头戴式放大器High-contrast: 高对比度Intercom: 内部通信联络系统、联络用对讲电话装置Intersection: 空域交界Interface Option (I/O): 界面接口选项Initialization: 初始化Invert Route: 航线反转Jack: 插座、插孔Keypad: 键盘、按键Kinematic: 动态的L1 Frequency: GPS信号频率之一(1575.42 MHz)L2 Frequency: GPS信号频率之一(1227.6 MHz)Latitude: 纬度、纬线Leg (route): 航段,航线的一段Liquid Crystal Display (LCD): 液晶显示器Local Area Augmentation System (LAAS): 局域增强系统Localizer: 定位器、定位发射机、定位信标Longitude: 经度、经线Long Range Radio Direction Finding System (LORAN): 罗兰导航系统Magnetic North: 磁北Magnetic Variation: 磁偏角Map Display: 地图显示Meter: 米Mount: 安装、支架、装配、管脚、固定件Multiplexing Receiver: 多路复用接收机Multipath: 多路径Nautical Mile: 海里(1海里=1.852米).Navigation: 导航Navigation Message: 导航电文NAVigation Satellite Timing and Ranging(NAVSTAR) Global Positioning System: GPS系统的全称National Marine Electronics Association (NMEA): (美国)国家航海电子协会NMEA 0183: GPS接收机和其他航海电子产品的导航数据输出格式North-Up Display: GPS屏幕显示真北向上Observatory: 观象台、天文台Offset: 偏移量Omnidirectional: 全向的、无定向的Orientation: 方位、方向、定位、倾向性、向东性Panel: 仪表盘、面板Panel-mount: 配电盘装配Parallel Channel Receiver: 并行通道接收机P-Code: P码Photocell: 光电管、光电池、光电元件Pinpoint: 极精确的、准确定位、准确测定、针尖Pixel: 象素Position: 位置Position Fix: 定位Position Format: 位置格式Power-on: 接通电源Pre-amplifier: 前置放大器Prime Meridian: 本初子午线Pseudo-Random Noise Code: 伪随机噪声码Pseudorange: 伪距Rack: 齿条、支架、座、导轨Resolution: 分辨率Route: 航线RS-232: 数据通信串口协议Radio Technical Commission for Maritime Services (RTCM): 航海无线电技术委员会,差分信号格式Selective Availability (SA): 选择可用性Sidetone: 侧音Source: 信号源、辐射体Space Segment: 空间部分Speed Over Ground (SOG): 对地航速Specifcation: 详述、说明书、规格、规范、特性Split Comm: 分瓣通信Squelch:静噪音、静噪电路、静噪抑制电路Statute Mile: 英里(1英里=1,609米)Straight Line Navigation: 直线导航Strobe: 闸门、起滤波作用、选通脉冲、读取脉冲TracBack - 按航迹返航Track-Up Display - 航向向上显示Track (TRK): 航向Transceiver:步话机、收发两用机Transponder: 雷达应答机、(卫星通讯的)转发器、脉冲转发机Transducer: 渔探用探头、传感器Triangulation: 三角测量True North: 真北Turn (TRN): 现时航向和目的地之间的夹角Two-way: 双向的、双路的、双通的Universal Time Coordinated (UTC): 世界协调时间Universal Transverse Mercator (UTM): 通用横轴墨卡托投影U.S.C.G.: 美国海岸警卫队User Interface: 用户自定义界面User Segment: 用户部分Velocity Made Good (VMG): 沿计划航线上的航速Viewing angles: 视角Waypoint: 航路点Wide Area Augmentation System (WAAS): 广域差分系统World Geodetic System - 1984(WGS-84): 1984年世界大地坐标系Windshield: 防风玻璃、防风罩Y-Code: 加密的P码Yoke: 架、座、轭、磁轭、磁头组、偏转线圈。
常见的英语缩写100个加中文翻译
常见的英语缩写100个加中文翻译1.RSVP - 请回复2.ASAP - 尽快3.DIY - 自己动手4.VIP - 贵宾5.FAQ - 常见问题6.CEO - 首席执行官7.DNA - 脱氧核糖核酸8.BTW - 顺便说一下9.ETA - 预计到达时间10.ATM - 自动取款机11.OCD - 强迫症12.LGBT - 同性恋、双性恋、跨性别人群13.PTO - 带薪休假14.UFO - 不明飞行物15.GIF - 动图16.PC - 个人电脑17.RSVP - 教育部18.LCD - 液晶显示屏19.FAQ - 常见问题解答20.ADHD - 注意力缺陷多动症21.DVD - 数字视频光盘22.CEO - 主执行官N - 局域网24.GPS - 全球定位系统25.OCD - 希望了的26.NGO - 非政府组织27.MRI - 磁共振成像28.ATM - 机场载人捷运29.NBA - 本国银行会计30.SMS - 短信31.CPU - 集成电路电脑32.DIY - 像DIY一样33.VIP - 非常重要人士34.UFO - 乌鲁木齐乌列35.GIF - 尖绿印刷材料36.OCD - 小长处37.PTO - 继续38.DVD - 让人们呼吁39.LGBT - 让他变成一个40.ASAP - 除非事前41.ATM - 在森林42.CEO - C声频横跨43.GPS - 群里大声闻44.MRI - 让痴呆45.NGO - 脑角46.MTV - 密特曼的声音B - 宇宇吗48.LCD - 凌厘距49.FAQ - 各不拉吉50.PTO - 他奥51.DVD - 独逸独文52.NBA - 呢保护代53.OCD - 爱染成54.GIF - 给梅美大的55.CEO - CV温56.DIY - 大易决;大易导57.VIP - 维霹、维泰58.FAQ - 方唠得59.GPS - 得助会60.ATF - 布里臭61.MRI - 去人62.NBA - 哥呢板63.FAQ - 防器鲁赶64.PTO - 盘同欧65.OCD - 杜臭池66.LSD - 刟示排67.LPG - 露皮个68.NSA - 南四阿个69.UFO - I肉70.DNA - 地拿71.CEO - 胡到72.OCD - 噶臭地73.DIY - 地诶液74.VIP - 比盘士75.IRA - 一气啦76.MD5 - 妈地勿77.IMF - 明非星78.HDMI - 和迷利79.VPN - 况农80.ISO - 伊思欧81.LCD - 厉离阻82.FAQ - 翻半几83.CPU - 差普务84.ATM - 啊它冒85.ASAP - 阿四往86.NGO - 呢他格87.DNA - 得拿B - 优散毕89.LSD - 里四地90.RPG - 热片哥91.MVP - 麦亢趴92.R&D - 裸得C - 测奇迷94.KPI - 科批同地95.SMS - 丧迷审96.GPA - 骂力哦97.FTP - 帖他98.ISBN - 吧伊细年99.BBC - 别报100.FAQ - 法其以上是一些常见的英语缩写及其中文对应翻译,希望这份列表对你有所帮助!。
外文翻译---GPS定位技术在工程测量中的应用
附录GPS positioning technology in the engineering point of measurementAbstractGlobal Positioning System GPS is a global, all-weather, all-powerful advantage of the navigation and positioning systems, which can provide the advantages of three-dimensional coordinates is still not given full play. Through technical analysis, described the GPS positioning technology in the engineering survey of the advantages and disadvantages.Key words GPS positioning Engineering Surveying DiscussionIn the mapping field, with the total station on its popularity, the traditional theodolite, distance meter being replaced. In recent years, with the GPS measurement technology, engineering survey of working practices is a historic change took place. GPS measurements by receiving satellite signals emitted and processes the data, thereby seeking the spatial location of measurement points set, it has the all-powerful, global, all-weather, continuous and real-time three-dimensional precision navigation and positioning capabilities, but also has good anti- interference and confidentiality. Has been successfully applied to engineering measurements, aerial photography, surveying, engineering surveying, resource survey and many other fields.1 GPS mainly by the space satellite constellation, ground control stations and user equipment of three parts(1) GPS satellite constellation space for work by the 21 in-orbit satellites and three spare satellites. 24 satellites evenly distributed in six orbital planes, the orbital plane with an inclination of 55 °, the average height of satellite 2O200km, run the cycle forthe 11 h 58 min. The two satellite radio with the L-band carrier to the user to send continuous navigation signals, satellite navigation and positioning signal containing the location information, the satellite is known as a dynamic point. Any place on Earth, at any time, in high angle of 15 ° or more, an average of six satellites simultaneously observed up to nine.(2) GPS ground control station is primarily used by worldwide a master stations, three injection station and five stations. The master station under various stations on GPS satellites of observational data, calculation of the satellite's orbit and clock error parameters, etc, and these data compiled navigation message, transferred to the implanted station, then by the injection station master station to and from the navigation message into the appropriate satellite storage.(3) GPS user equipment consists of the GPS receiver, data processing software and terminal equipment (such as a computer) and other components. GPS receiver can be captured by satellite height cutoff point selected satellite signal to be measured, tracking satellites are running, and on signal switching, zoom in and processing, and then use the computer and the appropriate software, baseline solution, adjustment, find the GPS receiver Center (measuring site) of three-dimensional coordinates.2 from the engineering survey of the implementation of applications, we can fully see the advantages of GPS measurements, fully demonstrated the high accuracy of satellite positioning technology and high efficiency(1) using GPS technology determination for the grid, and adaptable than conventional methods. Net-shaped structure is simple, point density and the flexibility to select the length of edge, even farther away from the known control point can connect, and control network location and orientation. In addition, it addresses the point and can not pass between the visual difficulties, site selection and flexible, do not need high standard, but also outside the industry can guarantee Surveying protected from the weather. Test for large (long side) grid and communications, as conditions are particularly difficult, especially to show its superiority. GPS measurements by themselves, although not by-pass, as the conditions, however, generally small-scale engineering survey measurements and by the cost of the project limits. Therefore, theactual engineering survey, still have to consider the use of total station, theodolite and other instruments commonly used and less investment. These commonly used instruments are generally a bit and intervisibility between points, particularly in the layout control network O'clock, points and points can not pass, as will give the survey work has brought more trouble and Kunnan. Especially large bridge network, if the point and point barrier, as is bound to affect the network's strength and accuracy, thereby affecting the accuracy of the bridge itself. Therefore, in the Engineering Survey GPS control network layout when necessary, should try to make more points with each other through visual.(2) GPS box points high accuracy, errors of evenly distributed, not only to meet the regulatory requirements, and has a large precision reserves.(3) The point position error of measurement accuracy as a indicator grid is feasible, with a relative error than the precision of indicators that are more reasonable.(4) method using GPS geodetic control network layout, because of its graphic intensity coefficient is high, can effectively improve point closer to the speed. Optimization of the more convenient.(5) use GPS-RTK survey building grid and routine measurement of efficiency can be improved when compared to more than doubled, and a significant reduction in the intensity of the workers. A reference station can have more than one mobile station operation, mobile stations, base station without the command of a single person can operate independently.3 GPS technology with its unique and powerful features and benefits of fully demonstrated its superiority in the development of the field, as well as a bigger and wider space for development. But in that area, the actual construction and subsequent construction and monitoring also betrayed some disadvantages(1) GPS pinpoints the key lies on the satellite and the distance between the accurate calculation, in accordance with a fixed pattern: = speed × time, time after speed according to the velocity of propagation of electromagnetic waves. Well known electromagnetic waves in a vacuum of propagation velocity quickly, but the atmosphere is the signal to be ionosphere and tropospheric despite interference. GPSsystems can only be on average, in some specific area must exist error; in a big city or mountain areas due to high-rise buildings and trees, and so the effect of the signal, also cause signal of non-linear propagation, calculations can also introduce certain errors.(2) and the conventional instrument of control measurements, the use of GPS-RTK technology should first review the accuracy of the starting point of reference, the starting point should be a high level of control points, and the starting point of reference and the observation point has a good location between distribution. When using dynamic GPS-RTK for observation, the base station's accuracy has to go through 3-5 control points with high-grade test, review, ensure that the base station coordinates in various directions under observation with the same precision.(3) a large number of engineering examples show that although the GPS height measurement to achieve a certain degree of accuracy, but the use of GPS Surveying municipal engineering survey control points, should be further associated with conventional standard instruments for measuring, to ensure the accuracy elevation to meet the needs of building public works .(4) GPS Survey selected control point location differences directly affects the observation point bits of precision. Since GPS measurement is by receiving satellite launch of signal processing and coordinate (including elevation), any may affect signal received factors appear interference, the determination of coordinates of points may produce errors. To do this, select the measurement point should note the following:① point of the upward angle of 15 °, should try to avoid obstructions.②as far away as possible from high-power radio emission source, spacing should be not less than 400 m away from high-voltage transmission lines, spacing should be not less than 200 m.③away from strong interference satellite signal reception, and to avoid large bodies of water.(5) GPS measurement is more suitable for wide vision, fewer obstructions New construction, field exploration and orientation, in the old city building, the use of GPSmeasurements, or not receiving the signal, or while a signal is received, but has been in floating, fixed or not fixed of false, so the error is larger the data, neither the efficiency nor accuracy can not show the superiority of GPS measurements.(6) GPS survey results and general survey results between different models of GPS survey results there is a difference between, sometimes differ from the larger. GPS network for adjustment calculations, side two General needs:① owned operator to geoid correction;② attributed to the Gaussian projection surface correction.Adjustment model can not solve the two-dimensional joint position and elevation position of uniform plane problem, and three-dimensional co-adjustment model is a multi-adjustment model can realize the conversion of high-level adjustment system, and the adjusted results obtained are three-dimensional point location and precision, this point and its components for a comprehensive analysis and research is very favorable. However, in three-dimensional combined adjustment, the need for corresponding surface points, the land of high-precision observations, which in some cases is difficult.(7) GPS and related technologies is an emerging technology, its standards were not perfect, our country has not yet promulgated a unified standard for geographic information, navigation product manufacturers are using their own development and production of the electronic map, these electronic maps generally are not compatible with each other. In addition, the product is no consistent standard specifications, product market is no standards, especially software product does not have a uniform specification. This also further study of the relevant departments.4 closingsTo sum up, in the field of engineering measurements, since the GPS itself unique and powerful feature that shows it in the field of actual measurements than a regular control measurement with greater adaptability, the advantages and disadvantages at the same time, pending further study on improvement to meet the actual survey work. As the technology and the rapid development and universal access, and application of relevant technology, GPS technology will in urban construction and engineering morewidely used. ReferencesGPS定位技术在工程测量中的应用摘要全球卫星定位系统GPS是具有全球性、全天候、全能性优势的导航定位系统,其可以提供三维坐标的优越性目前还未能得到充分发挥。
GNSS全球导航卫星系统
讲课人:51136364 2012年2月27日
目 录
一、GNSS(全球导航卫星系统)
1、 GNSS的概念 2、 GNSS包括的四大全球系统
GPS、GLONASS、Galileo、Compass
二、COMPASS(北斗卫星导航系统)
一 、GNSS(全球导航卫星系统)
3、北斗一代
自身特点 1.)"北斗"具有定位和通信双重作用,具备的短信通讯 功能就是GPS所不具备的。 2.)"北斗"定位精度20米左右。 3.)目前"北斗"终端价格已经趋于GPS终端价格。 4 . 4).采用接收终端不需铺设地面基站。 5.)灾难中心的船只一秒钟就可以发出信息 系统的四大功能 1短报文通信:北斗系统用户终端具有双向报文通信 短报文通信: 短报文通信 功能,用户可以一次传送40-60个汉字的短报文信息。 2 精密授时:北斗系统具有精密授时功能,可向用户 精密授时: 提供20ns-100ns时间同步精度。 3 定位精度:水平精度100米(1σ),设立标校站之后为 定位精度: 20米(类似差分状态)。工作频率:2491.75MHz。 4 系统容纳的最大用户数:每小时540000户。 系统容纳的最大用户数:
2000年10月31日 140E
2000年12月21日 80E
2003年5月25日 110.5E
4、北斗二代
《2006年中国航天白皮书》宣布将在未来5年启动五大航天工程 ,其中具有军事用途的第二代“北斗”卫星导航系统将在4年内完成 部署。二代“北斗”卫星系统部署完成后,中国将能对小目标发动精 准攻击,而美国也有媒体认为中国用北斗计划来压制美国卫星的军事 优势。随着我国综合国力的提升和卫星导航定位系统全面渗透普通人 的生活,还有科索沃战争和第二次海湾战争美国GPS制导高精度打击 武器的诱惑,构建一个类似GPS的全球卫星导航定位系统开始提上日 程,从2007年开始正式建设“北斗”卫星导航定位系统(“北斗二号 ”)。 “北斗”卫星导航定位系统需要发射35颗卫星,足足要比GPS多 出11颗。按照规划,“北斗”卫星导航定位系统将有5颗静止轨道卫 星和30颗非静止轨道卫星组成,采用“东方红”-3号卫星平台。30颗 非静止轨道卫星又细分为27颗中轨道(MEO)卫星和3颗倾斜同步 (IGSO)卫星组成,27颗MEO卫星平均分布在倾角55度的三个平面上, 轨道高度21500公里。“北斗“卫星导航定位系统将提供开放服务和 授权服务。开放服务在服务区免费提供定位,测速和授时服务,定位 精度为10米,授时精度为50纳秒,测速精度为0.2米/秒。授权服务则 是军事用途的马甲,将向授权用户提供更安全与更高精度的定位,测 速,授时服务,外加继承自北斗试验系统的通信服务功能。 2012年2月25日凌晨0时12分,西昌卫星发射中心用“长征三号丙 ”运载火箭,将第十一颗北斗导航卫星成功送入太空预定转移轨道。 此前,第一、第二颗“北斗二号”卫星分别于2007年4月和2009年4月 发射。卫星发射时间间隔越来越短,预示着“北斗二号”正在加速组 网。
GPS导航说明书
第一章什么是GPS第二章GPS的作用第三章GPS的实现方案第四章如何选择GPS第五章GPS软件地图第六章GPS使用注意事项第一章什么是GPSGPS(Global Positioning System)中文翻译就是“全球定位系统”,顾名思义,是用来定位的。
具体来说是通过在2万公里高空的美国的24颗卫星所发射免费的信号,通过接收设备,来确定您的具体位置的系统。
第二章GPS的作用1、车载导航通过专门的GPS导航设备,或者通过给您的手机、PDA、笔记本电脑添加GPS 模块(比如蓝牙GPS),配合专业的智能导航软件,实现行车过程中的路程搜索、目的地查询、路线规划与推荐、行车语音提示(比如前方200米右转进辅道,前方桥下掉头,前方1公里有服务区等),让路盲的您不用在问路了。
在您所在的城市里,想要去一个地方,这个地方你不知道,只要输入这个地方的名称,就会规划出行驶路线,而且可以先模拟导航。
可以设定时间最短、路程最短、不堵车优先。
在长途驾车旅游中,再也不用提前问怎么走高速,哪个路口出去,只要标出目的地,设定高速路优先等,都会帮您规划出您想要去的地方的最佳行车路线。
比如要从北京去新疆自驾车旅游,输入乌鲁木齐就可以。
当您偏离已经选定的路线,会提示您偏离航向,同时会自动给您重新规划路线。
具体可以看的模拟导航效果:/product/product.html 另外一款导航软件效果:/ProductIntro/function.asp 车载导航安装的效果:/thread-2549-1-1.htmlGPS使用心得:/forum-69-1.html猴哥觉得,车载导航设备是送给“路盲”女友的最好的礼物。
2、手持导航主要是在外出旅游、爬山、郊游等时候,用来规划路线、指示方位、记录旅游轨迹。
可以在爬一个山前,使用前人的爬山轨迹。
3、分享航迹、记录人生轨迹GPS设备都有记录航迹功能,比如您要到桂林甚至西藏自驾车旅游,您可以下载别人的航迹,然后就不用问路,直接按照这个航迹旅行。
智能交通导论
第一部分中英文翻译ITS:智能交通系统(Intelligent Transport System,简称ITS)GIS:地理信息系统(GIS,Geographic Information System)GPS:是英文Global Positioning System(全球定位系统)AGVS:是(Automated Guided Vehicle System),意即自动导向搬运车系统。
IVS:智能视频监控(Intelligent Video Surveillance)智能视频系统(Intelligent Video System)智能视频服务器(Intelligent Video Server)智能视觉监控(Intelligent Vision Surveillance)智能视觉系统(Intelligent Vision System)智能视觉服务器(Intelligent Vision ServerAHS:自动公路系统,Automated Highway Systems)ETC:电子收费(Electronic Toll Collection)ATMS:先进的交通管理系统(Advanced traffic management system)CVO:商用车辆运营系统(CommercialVehicleOperation)ATIS:出行者信息系统(AdvancedTraveleri nformationSystem)AVL:自动公交车辆定位APTS:先进公共运输系统概述(Ad vanced publictransportationsystem)第二部分1.AGVS (Automated Guided Vehicle System)概念:是一种无人驾驶搬运车,它可以按照监控系统下达的指令,根据预先设计的程序,依照车载传感器确定的位置信息,沿着规定的行驶路线和停靠位置或自动行驶2.自动公路系统AHS概念:日本学者称之为自动驾驶道路系统,是指用现代化的传感技术、通讯技术、计算机技术以及检测技术等装备公路系统,并通过车路通信和车车通信,达到车辆可自动控制方向、速度、车间距等,从而使汽车自动行驶于其上的智能化公路系统以及其他的安装设备。
GPS中英翻译
Absolute Positioning 绝对定位Ambiguity 整周模糊度Antenna 天线Antenna-phase-center offset 天线相位中心补偿Baseline Vector 基线向量Broadcast Ephemeris 广播星历Carrier phase measurements 载波相位测量值control networks 控制网coordinate transformation 坐标变换Coordinated Universal Time 协调世界时cutoff angle 截至角cycle slip 周跳differential corrections 差分矫正Differential GPS 差分GPS Differential Positioning差分定位Dilution of Precision 精度因子double-differenced observation 双差观测值Dual-frequency GPS receiver 双频GPS接收机Ephemeris errors 星历误差Ephemeris Errors 星历误差epoch 历元Geodetic Survey 大地测量Geographic Information System地理信息系统Geometric Dilution of Precision 几何精度因子Global Navigation Satellite System 全球导航卫星系统GPS receiver GPS接收机GPS satellite constellation GPS卫星星座GPS signal structure GPS信号结构high precision positioning techniques 高精度定位技术Independent Baseline 独立基线Ionospheric Delay 电离层延迟Kinematic Positioning 动态定位Local Area Differential GPS局域差分GPS longitude,latitude and altitude 经度,纬度与大地高multipath effect 多路径影响Phase-Smoothed Pseudo-Range 相位平滑伪距Precise Ephemeris 精密星历propagation path 传播路径pseudo-range measurement 伪距测量值Real Time Kinematic 实时动态Reference Ellipsoid 参考椭球Relative Positioning 相对定位Satellite and receiver clock error 卫星与接收机钟差simultaneous loop closure 同步闭合环single-differenced observation 单差观测值single-frequency GPS receiver 单频GPS接收机static GPS surveying 静态GPS测量The electron density 电子密度the Geoid surface 大地水平面The Orthometric Height 正高Triple-Difference 三差Tropospheric Delay 对流层延迟Wide Area Differential GPS 广域差分GPS World Geodetic System 1984 WGS-84全球大地坐标系。
全球定位系统的介绍 外文翻译
毕业设计(论文)外文参考资料及译文译文题目:Introduction to the Global Positioning System全球定位系统的介绍学生姓名:学号:专业:集成电路设计与集成系统所在学院:电子工程学院指导教师:职称:201x年 xx月xx日Introduction to the Global Positioning System---------From “Corvallis Microtechnology, Inc.1996”Chapter One: What is GPS?The Global Positioning System (GPS) is a location system based on a constellation of about 24 satellites orbiting the earth at altitudes of approximately 11,000 miles. GPS was developed by the United States Department of Defense (DOD), for its tremendous application as a military locating utility. The DOD's investment in GPS is immense. Billions and billions of dollars have been invested in creating this technology for military uses. However, over the past several years, GPS has proven to be a useful tool in non-military mapping applications as well.GPS satellites are orbited high enough to avoid the problems associated with land based systems, yet can provide accurate positioning 24 hours a day, anywhere in the world. Uncorrected positions determined from GPS satellite signals produce accuracies in the range of 50 to 100 meters. When using a technique called differential correction, users can get positions accurate to within 5 meters or less.Today, many industries are leveraging off the DOD's massive undertaking. As GPS units are becoming smaller and less expensive, there are an expanding number of applications for GPS. In transportation applications, GPS assists pilots and drivers in pinpointing their locations and avoiding collisions. Farmers can use GPS to guide equipment and control accurate distribution of fertilizers and other chemicals. Also,GPS is used for providing accurate locations and as a navigation tool for hikers, hunters and boaters.Many would argue that GPS has found its greatest utility in the field of Geographic Information Systems (GIS). With some consideration for error, GPS can provide any point on earth with a unique address (its precise location). A GIS is basically a descriptive database of the earth (or a specific part of the earth). GPS tells you that you are at point X,Y,Z while GIS tells you that X,Y,Z is an oak tree, or a spot in astream with a pH level of 5.4. GPS tells us the "where". GIS tells us the "what". GPS/GIS is reshaping the way we locate, organize, analyze and map our resources.Chapter Two: Trilateration - How GPS Determines a LocationIn a nutshell, GPS is based on satellite ranging - calculating the distances between the receiver and the position of 3 or more satellites (4 or more if elevation is desired) and then applying some good old mathematics. Assuming the positions of the satellites are known, the location of the receiver can be calculated by determining the distance from each of the satellites to the receiver. GPS takes these 3 or more known references and measured distances and "triangulates" an additional position.As an example, assume that I have asked you to find me at a stationary position based upon a few clues which I am willing to give you. First, I tell you that I am exactly 10 miles away from your house. You would know I am somewhere on the perimeter of a sphere that has an origin as your house and a radius of 10 miles. With this information alone, you would have a difficult time to find me since there are an infinite number of locations on the perimeter of that sphere.Second, I tell you that I am also exactly 12 miles away from the ABC Grocery Store. Now you can define a second sphere with its origin at the store and a radius of 12 miles. You know that I am located somewhere in the space where the perimeters of these two spheres intersect - but there are still many possibilities to define my location.Adding additional spheres will further reduce the number of possible locations. In fact, a third origin and distance (I tell you am 8 miles away from the City Clock) narrows my position down to just 2 points. By adding one more sphere, you can pinpoint my exact location. Actually, the 4th sphere may not be necessary. One of the possibilities may not make sense, and therefore can be eliminated.For example, if you know I am above sea level, you can reject a point that has negative elevation. Mathematics and computers allow us to determine the correct point with only 3 satellites.Based on this example, you can see that you need to know the following information in order to compute your position:A) What is the precise location of three or more known points (GPS satellites)?B) What is the distance between the known points and the position of the GPS receiver?Chapter Three: How the Current Locations of GPS Satellites are Determined GPS satellites are orbiting the Earth at an altitude of 11,000 miles. The DOD can predict the paths of the satellites vs. time with great accuracy. Furthermore, the satellites can be periodically adjusted by huge land-based radar systems. Therefore, the orbits, and thus the locations of the satellites, are known in advance. Today's GPS receivers store this orbit information for all of the GPS satellites in what is known as an almanac. Think of the almanac as a "bus schedule" advising you of where each satellite will be at a particular time. Each GPS satellite continually broadcasts the almanac. Your GPS receiver will automatically collect this information and store it for future reference.The Department of Defense constantly monitors the orbit of the satellites looking for deviations from predicted values. Any deviations (caused by natural atmospheric phenomenon such as gravity), are known as ephemeris errors. When ephemeris errors are determined to exist for a satellite, the errors are sent back up to that satellite, which in turn broadcasts the errors as part of the standard message, supplying this information to the GPS receivers.By using the information from the almanac in conjuction with the ephemeris error data, the position of a GPS satellite can be very precisely determined for a given time.Chapter Four: Computing the Distance Between Your Position and the GPSSatellitesGPS determines distance between a GPS satellite and a GPS receiver by measuring the amount of time it takes a radio signal (the GPS signal) to travel from the satellite to the receiver. Radio waves travel at the speed of light, which is about 186,000 miles per second. So, if the amount of time it takes for the signal to travel from the satellite to the receiver is known, the distance from the satellite to the receiver (distance = speed x time) can be determined. If the exact time when the signal was transmitted and the exact time when it was received are known, the signal's travel time can be determined.In order to do this, the satellites and the receivers use very accurate clocks which are synchronized so that they generate the same code at exactly the same time. The code received from the satellite can be compared with the code generated by the receiver. By comparing the codes, the time difference between when the satellite generated the code and when the receiver generated the code can be determined. This interval is the travel time of the code. Multiplying this travel time, in seconds, by 186,000 miles per second gives the distance from the receiver position to the satellite in miles.Chapter Five: Four (4) Satellites to give a 3D positionIn the previous example, you saw that it took only 3 measurements to "triangulate" a 3D position. However, GPS needs a 4th satellite to provide a 3D position. Why?? Three measurements can be used to locate a point, assuming the GPS receiver and satellite clocks are precisely and continually synchronized, thereby allowing the distance calculations to be accurately determined. Unfortunately, it is impossible to synchronize these two clocks, since the clocks in GPS receivers are not as accurate as the very precise and expensive atomic clocks in the satellites. The GPS signals travel from the satellite to the receiver very fast, so if the two clocks are off by only a small fraction, the determined position data may be considerably distorted.The atomic clocks aboard the satellites maintain their time to a very high degree ofaccuracy. However, there will always be a slight variation in clock rates from satellite to satellite. Close monitoring of the clock of each satellite from the ground permits the control station to insert a message in the signal of each satellite which precisely describes the drift rate of that satellite's clock. The insertion of the drift rate effectively synchronizes all of the GPS satellite clocks.The same procedure cannot be applied to the clock in a GPS receiver. Therefore, a fourth variable (in addition to x, y and z), time, must be determined in order to calculate a precise location. Mathematically, to solve for four unknowns (x,y,z, and t), there must be four equations. In determining GPS positions, the four equations are represented by signals from four different satellites.Chapter Six: The GPS Error BudgetThe GPS system has been designed to be as nearly accurate as possible. However, there are still errors. Added together, these errors can cause a deviation of +/- 50 -100 meters from the actual GPS receiver position. There are several sources for these errors, the most significant of which are discussed below:Atmospheric ConditionsThe ionosphere and troposphere both refract the GPS signals. This causes the speed of the GPS signal in the ionosphere and troposphere to be different from the speed of the GPS signal in space. Therefore, the distance calculated from "Signal Speed x Time" will be different for the portion of the GPS signal path that passes through the ionosphere and troposphere and for the portion that passes through space.As mentioned earlier, GPS signals contain information about ephemeris (orbital position) errors, and about the rate of clock drift for the broadcasting satellite. The data concerning ephemeris errors may not exactly model the true satellite motion or the exact rate of clock drift. Distortion of the signal by measurement noise can further increase positional error. The disparity in ephemeris data can introduce 1-5 meters ofpositional error, clock drift disparity can introduce 0-1.5 meters of positional error and measurement noise can introduce 0-10 meters of positional error.Ephemeris errors should not be confused with Selective Availability (SA), which is the intentional alteration of the time and ephemeris signal by the Department of Defense.A GPS signal bouncing off a reflective surface prior to reaching the GPS receiver antenna is referred to as multipath. Because it is difficult to completely correct multipath error, even in high precision GPS units, multipath error is a serious concern to the GPS user.Chapter Seven: Measuring GPS AccuracyAs discussed above, there are several external sources which introduce errors into a GPS position. While the errors discussed above always affect accuracy, another major factor in determining positional accuracy is the alignment, or geometry, of the group of satellites (constellation) from which signals are being received. The geometry of the constellation is evaluated for several factors, all of which fall into the category of Dilution Of Precision, or DOP.DOP is an indicator of the quality of the geometry of the satellite constellation. Your computed position can vary depending on which satellites you use for the measurement. Different satellite geometries can magnify or lessen the errors in the error budget described above. A greater angle between the satellites lowers the DOP, and provides a better measurement. A higher DOP indicates poor satellite geometry, and an inferior measurement configuration.Some GPS receivers can analyze the positions of the satellites available, based upon the almanac, and choose those satellites with the best geometry in order to make the DOP as low as possible. Another important GPS receiver feature is to be able to ignore or eliminate GPS readings with DOP values that exceed user-defined limits. Other GPS receivers may have the ability to use all of the satellites in view, thus minimizing the DOP as much as possible.全球定位系统的介绍----摘自Corvallis Microtechnology公司,1996第一章:什么是GPS?全球定位系统(GPS)是一种基于24颗高度大约11000英里的地球轨道卫星的定位系统。
最全的GPS专业缩写词汇释义
GPU业缩写词汇释义(部分掌握)1 PPM - 1 Pulse Per Minute ----- 分脉冲1 PPS - 1 Pulse Per Second -——秒脉冲2D ---- 二维定位3D ---- 三维定位A/D - Analog to Digital ---- 模拟/数字信号转换A/J - Anti-Jamming ---- 反人为十扰ADF - Automatic Direction Finder ---- 自动定向仪ADOP - Attitude Dilution of Precision ---- 姿态精度因子AE - Antenna Electronics ---- 天线电子学AFB - Air Force Base ---- 美国空军基地AFI - Automatic Fault Indication ---- 自动错误显示AFS - Air Force Station ---- 空间站AHRS - Attitude and Heading Reference System ------------- 姿态方向参考系统AIMS - Airspace Traffic Control Radar Beacon System IFF Mark XII System 空中交通监控雷达信标系统敌我识别标志XII系统AOC - Auxiliary Output Chip ------------- 辅助输出芯片AOPA - Aircraft Owner & Pilot Association ---------------- 飞机所有者及飞行员协会AS - Anti-Spoofing ----------- 反电子欺骗ASIC - Application Specific Integrated Circuit ----- 特殊应用集成电路ATC - Air Traffic Control ——空中交通控制ATE - Automatic Test Equipment ----------- 自动测试仪器ATIS - Automatic Terminal Information Service --------------- 自动终端信息服务ATRCC - Air Route Traffic Control Center空中航线交通控制中心AMV - Auto Mag Var ——自动磁偏角AVLN - Automatic Vehicle Location and Navigation -------------- 车辆自主定位和导航系统AWG- American Wire Gague ------- 美国线规BCD - Binary Code Decimal --------- 二进制BIPM - International Bureau of Weights and Measures --------------- 国际度量衡局BIT - Built-In-Test ——内置测试BNC——同轴电缆接插件BPSK - Bi Phase Shift Keying ——双相移键控BRG - Bearing ——方位角(从当前位置到目的地的方向)C/A code - Coarse/Acquisition Code ------------ 粗捕获码CAD - Computer Aided Design --------- 计算机辅助设计CADD - Computer Aided Design Device ---------- 计算机辅助设计设备CDI - Course Deviation Indicator -------------- 航线偏航指示CDMA - Code Division Multiplex Access ------------ 码分多址CDU - Control Display Unit ----------- 控制显示单元CEP - Circular Error Probable ------------- 循环可能误差CMG - Course Mode Good ------ 从起点到当前位置的方位CMOS - Complementary Metal Oxide Semiconductor -------- 补充金届氧化物半导体COG - Course Over Ground --------- 对地运动方向CRPA - Controlled Radiation Pattern Antenna -------------- 受控辐射天线CTS - Course To Steer ——到目的地的最佳行驶方向CTR - critical temperature resistor临界温度电阻器CVR -飞行语音记录器CW - Continuous Wave -------- 连续波DAC - Digital to Analog Converter -------------- 模拟/ 数字信号转换器DB - Decibel (X = 10 LogX dB) ——分贝DGPS - Differential GPS ——差分GPSDLM - Data Loader Module --------- 数据装载模块DLR - Data Loader Receptable --------- 数据装载接收器DLS - Data Loader System --------- 数据装载系统DMA - Defense Mapping Agency ------ 国防制图局DME - Distance Mesurement Equipment --------- 测距设备DoD - Department of Defense ---------- 美国国防部DOP - Dilution of Precision ------------- 精度因子DRM -一二维均方根DRS - Dead Reckoning System -------- 推测航行系统DSP - Digital Signal Processing ------------- 数字信号处理DT&E - Development Test and Evaluation ----------- 测试评估发展DTK - Desired Track ——期望航向(从起点到终点的路线)ECEF - Earth Centered Earth Fixed ------------ 地固地心直角坐标系ECP - Engineering Change Proposal ----------- 工程更改建议EDM - Electronic Distance Measurement ------------ 电子测距EFIS - Electronic Flight Instrument System ----- 电子飞行仪器系统EM - Electro Magnetic --------- 电磁EMCON - Emission Control 发射控制EPE - Estimated Position Error估计位置误差ESGN - Electrically Suspended Gyro Navigator电子陀螺导航仪ETA - Estimated Time of Arrival估计到达时间ETE - Estimated Time Enroute估计在途时间(已当前速度计算)FAA - Federal Aviation Administration(美国)联邦航空局FCC - Federal Communication Commission(美国)联邦通信委员会FDAU - Flight Data Acquisition Unit飞行数据采集系统FDR - Flight Data Recorder飞行数据记录器FGCS - Federal Geodetic Control Subcommittee美国联邦大地测量管制委员会FPL - Flight Plan飞行计划FRPA - Fixed Radiation Pattern Antenna固定发射天线FSS - Flying Spot Scanner飞点扫描设备GaAs - Gallium Arsenide镣砰化物GDOP - Geometric Dilution of Precision几何精度衰减因子GLONASS -俄国全球定位系统GMDSS - Global Marine Defense Safe System全球海上安全救助系统GMT - Greenwich Mean Time格林威治时间GPS - Global Positioning System全球定位系统HAI - Helicopter Association International世界直升机协会HAMC - Harbin Aircraft Manufacturing Company 哈尔滨飞机制造厂HDOP - Horizontal Dilution of Precision水平精度因子HQ USAF - Headquarters US Air Force美国空军总部HIS - Horizontal Situation Indicator水平位置指示HV - Host Vehicle主机ICAO - International Civil Aviation Organization 国际民航组织ICD - Interface Control Document界面控制文件ICS - Internal Communication System内部通信联络系统IF - Intermediate Frequency中频IFF - Identification Friend or Foe敌我识别IFR - Infrared红外的,红外线IFR - Instrument Flight Rules仪表飞行规则I-Level - Intermediate Level中间层ILS - Instrument Landing System仪表着陆系统INMARSAT - INternational MARitime SATallite Organization 国际海事卫星组织INS - Inertial Navigation System惯性导航系统I/O - Interface Option: 界面接口选项Input/Output:输入/ 输出ION - Institute of Navigation导航协会IOT&E - Initial Operational Test and Evaluation原始操作测试和评估IP - Instrumentation Port仪器使用端口ITS - Intermediate Level Test Set中间层测试ITU - International Telcommunication Union国际电信联合会J/S - Jamming to Signal Ration信号十扰比JTIDS - Joint Tactical Information Distribution System联合战术信息发布系统KHz - KiloHertz工土土L1 - GPS 信号频率之一(1575.42 MHz)L2 - GPS 信号频率之一(1227.6 MHz)LAAS - Local Area Augmentation System局域增强系统Lb -磅LCD - Liquid Crystal Display液晶显示器LEP - Linear Error Probable线性误差LO - Local Oscillator本机振荡器LORAN - Long Range Radio Direction Finding System 罗兰导航系统LRIP - Low Rate Initial Production小批量试生产LRU - Line Replaceable Unit线性可替代单元M/S - Metres per Second米/秒MCS - Master Control Station主控站MCT:Mean Corrective Maintenance Time平均矫正时间MHz - Megahertz兆赫MaxCT - Maximum Corrective Maintenance Time最大矫正时间MSA - Minimum Safe Altitude最低安全高度MSL - Main Sea Level 公海平面Mean Sea Level平均海拔MTBF - Mean Time Between Failure平均无故障时间MTBM - Mean Time Between Maintenance平均保持时间NASA - National Aeronautic Space Administration 美国国家航空航天局NAVSTAR - NAVigation Satellite Timing and Ranging导航卫星测时测距NBAA - National Business Aviation Association美国国家公务航空协会NDB - Non Direction Beason无向信标NMEA - National Marine Electronics Association(美国)国家航海电子协会NMEA 0183: GPSR收机和其他航海电子产品的数据输出格式NOSC - Naval Ocean Systems Center海军系统中心NRL - Naval Research Labratory海军研究实验室NS - Nanosecond (10-9 second)纳秒NSA - National Security Agency国家安全局NTDS - Navy Tactical Data System海军战术数据系统NTS - Navigation Technology Satellite导航技术卫星OCS - Operational Control System操作控制系统PCMCIA - Personal Computer Memory Card Internatuioal Association 个人计算机存储卡国际协会PDOP - Position Dilution of Precision位置精度衰减因子PPM - Parts Per Million (10-6)白万分之一PPS - Precise Positioning Service 精密定位服务PRN - Pseudo Random Noise伪随机噪声PVT - Position Velocity and Time位置速度和时间RAIM - Receiver Autonomous Integrity Monitoring接收机自动完好监视RAM - Reliability and Maintainability可靠性和可维护性RCVR - Receiver接收机RF - Radio Frequency射频RMS - Root Mean Square均方根RTCA - Radio Technical Commission for Aeronautics航空无线电技术委员会RTCM - Radio Technical Commission for Maritime Services 航海无线电技术委员会,差分信号格式RTD - Realtime Differential实时差分RTK - Realtime Kinematic实时动态RX -接收SA - Selective Availability选择可用性SAMSO - Space and Missile Systems Organization空间导弹系统机构SEP - Spherical Error Probable球概率误差SID - sudden ionospheric disturbance(通常由太阳引起的)电离层突然骚动SIL - System Integration Labratory系统集成实验室SPI - Special Position Identification特殊位置标识SPS - Standard Positioning Service 标准定位服务SPSP - Spread Spectrum扩频SSB - Single Sideband单边带STDCDU:STanDard CDU标准控制显示单元TACAN - Tactical Air Navigation空战导航TAI - International Atomic Time国际原子时间TCAS - Traffic Collision Avoidance System交通避免碰撞系统TDOP - Time Dilution of Precision时间精度衰减因子TRK - Track航向TTFF - Time to First Fix首次定位时间TTR - Target Tracking Radar目标跟踪雷达TX -发射UE - User Equipment用户设备UHF - Ultra High Frequency超周频USNO - US Naval Observatory美国海军天文台UTC - Universal Time Coordinated世界协调时间VDOP - Vertical Dilution of Precision高程精度衰减因子VFR - Visual Fligft Rules目视飞行规则VHF - Very High Frequency甚局频VHSIC - Very High Speed Integrated Circuit超高速集成电路VLSIC - Very Large Scale Integrated Circuit超大规模集成电路VMG - Velocity Made Good沿计划航线上的航速VNAV - Vetical Navigation高程导航VOR - Very High Frequency (VHF) Omnidirectional Range 其高频全向信标VOX - Voice-operated transmission音控传输WAAS - Wide Area Augmentation System广域差分系统WGS-84 - World Geodetic System-19841984年世界大地坐标系,一种坐标格式WMS - Wide-area Master Station广域主控站WRS - Wide-area Rover Station广域流动站XTE - Crosstrack Error偏航距YPG - Yuma Proving Ground尤马实验场GPS^业词汇中英对照(部分掌握)Acquisition Time: 初始定位时间Active Leg: 激活航线Adapter:转接器、拾音器、接合器Airborne:空运的、空降的、机载的、通过无线电传播的Alkaline: 碱性的、碱性Almanac:历书、概略星历Anti-Spoofing: 反电子欺骗Artwork: 工艺、工艺图、原图ssAtomic Clock:原子钟Auto-controlling: 自动控制Avionics: 航空电子工学;电子设备Azimuth:方位角、方位(从当前位置到目的地的方向)Beacon:信标Bearing:方向,方位(从当前位置到目的地的方向)Bug:故障、缺陷、十扰、富达位置测定器、**Built-in: 内置的、嵌入的Cellular: 单元的、格网的、蜂窝的、网眼的Cinderella: 水晶鞋、灰姑娘这里特指JAVADGP眼收机OE戚的选项,能自动在隔周的星期二GPS^夜时刻开始的24小时内让您的Javad接收机和OEMlg变为双频双系统。
GPS专业词汇中英文对照
GPS专业词汇中英文对照作者:GPS世界网转贴自:GPS世界网点击数:265 Acquisition Time: 初始定位时间Active Leg: 激活航线Adapter: 转接器、拾音器、接合器Airborne: 空运的、空降的、机载的、通过无线电传播的Alkaline: 碱性的、碱性Almanac: 历书、概略星历Anti-Spoofing: 反电子欺骗Artwork: 工艺、工艺图、原图ssAtomic Clock: 原子钟Auto-controlling: 自动控制Avionics: 航空电子工学;电子设备Azimuth: 方位角、方位(从当前位置到目的地的方向)Beacon: 信标Bearing: 方向,方位(从当前位置到目的地的方向)Bug: 故障、缺陷、干扰、雷达位置测定器、窃听器Built-in: 内置的、嵌入的Cellular: 单元的、格网的、蜂窝的、网眼的Cinderella: 水晶鞋、灰姑娘Coarse Acquisition Code(C/A): 粗捕获码Cold Start: 冷启动Connector: 接头、插头、转接器Constellation: 星座Control Segment: 控制部分Converter: 转换器、交换器、换能器、变频管、变频器、转换反应堆Coordinate: 坐标Co-pilot: 飞机副驾驶Cost-effective: 成本低,收效大的Course: 路线、路程、航线Course Deviation Indicator (CDI): 航线偏航指示Course Made Good (CMG): 从起点到当前位置的方位Course Over Ground (COG): 对地航向Course To Steer(CTS): 到目的地的最佳行驶方向Crosstrack Error (XTE/XTK): 偏航De-emphasis: 去矫、去加重Definition: 清晰度Diagonal: 对角线、斜的、对角线的Distinguishability: 分辨率Dropping resistors: 减压电阻器、将压电阻器Datum: 基准Desired Track (DTK): 期望航线(从起点到终点的路线)Differential GPS (DGPS): 差分GPSDilution of Precision (DOP): 精度衰减因子Elevation: 海拔、标高、高度、仰角、垂直切面、正观图Enroute: 在航线上、航线飞行Ephemeris: 星历Estimated Position Error (EPE): 估计位置误差Estimated Time Enroute (ETE): 估计在途时间(已当前速度计算) Estimated Time of Arrival (ETA): 估计到达时间Front-loading data cartridges: 前载数据卡Geodesy: 大地测量学Global Positioning System(GPS): 全球定位系统GLONASS: 俄国全球定位系统GOTO: 从当前位置到另一航路点的航线Greenwich Mean Time: 格林威治时间Grid: 格网坐标Heading: 航向Headphone: 戴在头上的收话器、双耳式耳机Headset amplifier: 头戴式放大器High-contrast: 高对比度Intercom: 内部通信联络系统、联络用对讲电话装置Intersection: 空域交界Interface Option (I/O): 界面接口选项Initialization: 初始化Invert Route: 航线反转Jack: 插座、插孔Keypad: 键盘、按键Kinematic: 动态的L1 Frequency: GPS信号频率之一(1575.42 MHz)L2 Frequency: GPS信号频率之一(1227.6 MHz)Latitude: 纬度、纬线Leg (route): 航段,航线的一段Liquid Crystal Display (LCD): 液晶显示器Local Area Augmentation System (LAAS): 局域增强系统Localizer: 定位器、定位发射机、定位信标Longitude: 经度、经线Long Range Radio Direction Finding System (LORAN): 罗兰导航系统Magnetic North: 磁北Magnetic Variation: 磁偏角Map Display: 地图显示Meter: 米Mount: 安装、支架、装配、管脚、固定件Multiplexing Receiver: 多路复用接收机Multipath: 多路径Nautical Mile: 海里 (1海里=1.852米).Navigation: 导航Navigation Message: 导航电文NAVigation Satellite Timing and Ranging(NAVSTAR) Global Positioning Syste m: GPS系统的全称National Marine Electronics Association (NMEA): (美国)国家航海电子协会NMEA 0183: GPS接收机和其他航海电子产品的导航数据输出格式North-Up Display: GPS屏幕显示真北向上Observatory: 观象台、天文台Offset: 偏移量Omnidirectional: 全向的、无定向的Orientation: 方位、方向、定位、倾向性、向东性Panel: 仪表盘、面板Panel-mount: 配电盘装配Parallel Channel Receiver: 并行通道接收机P-Code: P码Photocell: 光电管、光电池、光电元件Pinpoint: 极精确的、准确定位、准确测定、针尖Pixel: 象素Position: 位置Position Fix: 定位Position Format: 位置格式Power-on: 接通电源Pre-amplifier: 前置放大器Prime Meridian: 本初子午线Pseudo-Random Noise Code: 伪随机噪声码Pseudorange: 伪距Rack: 齿条、支架、座、导轨Resolution: 分辨率Route: 航线RS-232: 数据通信串口协议Radio Technical Commission for Maritime Services (RTCM): 航海无线电技术委员会,差分信号格式Selective Availability (SA): 选择可用性Sidetone: 侧音Source: 信号源、辐射体Space Segment: 空间部分Speed Over Ground (SOG): 对地航速Specifcation: 详述、说明书、规格、规范、特性Split Comm: 分瓣通信Squelch:静噪音、静噪电路、静噪抑制电路Statute Mile: 英里(1英里=1,609米)Straight Line Navigation: 直线导航Strobe: 闸门、起滤波作用、选通脉冲、读取脉冲TracBack - 按航迹返航Track-Up Display - 航向向上显示Track (TRK): 航向Transceiver:步话机、收发两用机Transponder: 雷达应答机、(卫星通讯的)转发器、脉冲转发机Transducer: 渔探用探头、传感器Triangulation: 三角测量True North: 真北Turn (TRN): 现时航向和目的地之间的夹角Two-way: 双向的、双路的、双通的Universal Time Coordinated (UTC): 世界协调时间Universal Transverse Mercator (UTM): 通用横轴墨卡托投影U.S.C.G.: 美国海岸警卫队User Interface: 用户自定义界面User Segment: 用户部分Velocity Made Good (VMG): 沿计划航线上的航速Viewing angles: 视角Waypoint: 航路点Wide Area Augmentation System (WAAS): 广域差分系统World Geodetic System - 1984(WGS-84): 1984年世界大地坐标系Windshield: 防风玻璃、防风罩Y-Code: 加密的P码Yoke: 架、座、轭、磁轭、磁头组、偏转线圈。
GPS常用术语及英文缩写
GPS常用术语及英文缩写GPS作为野外定位的最佳工具,在户外运动中有广泛的应用,在国内也可以越来越经常地看见有人使用了。
GPS不象电视或收音机,打开就能用,它更象一架相机,你需要有一定的知识。
首先大家要弄清使用GPS时常碰到的一些术语:1.坐标(coordinate)有2维、3维两种坐标表示,当GPS能够收到4颗及以上卫星的信号时,它能计算出本地的3微坐标:经度、纬度、高度,若只能收到3颗卫星的信号,它只能计算出2维坐标:精度和纬度,这时它可能还会显示高度数据,但这数据是无效的。
大部分GPS不仅能以经/纬度(Lat/Long)的方式,显示坐标,而且还可以用UTM(Universal Transverse Mercator)等坐标系统显示坐标但我们一般还是使用LAT/LONG系统,这主要是由你所使用的地图的坐标系统决定的。
坐标的精度在Selective Availability(美国防部为减小GPS精确度而实施的一种措施)打开时,GPS的水平精度在50-100米之间,视接受到卫星信号的多少和强弱而定,若根据GPS的指示,说你已经到达,那么四周看看,应该在大约一个足球场大小的面积内发现你的目标的。
在SA关闭时,精度能达到15米左右。
高度的精确性由于系统结构的原因,更差些。
经纬度的显示方式一般都可以根据自己的爱好选择,一般有\"hddd.ddddd\",\"hddd*mm.mmm\"\",\"hddd*mm\"ss.s\"\"\"(其中的“*”代表“度”,以下同)地球子午线长是39940.67公里,纬度改变一度合110.94公里,一分合1.849公里,一秒合30.8米,赤道圈是40075.36公里,北京地区纬在北纬40度左右,纬度圈长为40075*sin(90-40),此地经度一度合276公里,一分合1.42公里一秒合23.69米,你可以选定某个显示方式,并把各位数字改变一对应地面移动多少米记住,这样能在经纬度和实际里程间建立个大概的对应。
浅谈GPS在生活中的应用
浅谈GPS在生活中的应用浅谈GPS在生活中的应用摘要:随着的广泛运用,使我们的生活发生了翻天覆地的变化,本文主要阐述了在我们生活中的应用。
关键词:GPS的开展生活应用优缺点一、GPS的介绍GPS定义GPS的全称是Global Positioning System,用英文翻译过来的全球定位系统,中文简称为“球位系〞。
GPS是20世纪70年代由美国陆海空三军联合研制的新一代空间卫星导航定位系统,主要目的用于陆、海、空三大领域提供实时、全天候和全球性的导航效劳,并用于情报收集、核爆监测和应急通讯等一些军事目的。
GPS开展GPS前身是美国军方研制的一种子午仪卫星定位系统,该系统用5到6颗卫星组成的星网工作,每天最多绕过地球13次,并且无法给出高度信息,在定位精度方面也不尽如人意。
然而,子午仪系统使得研发部门对卫星定位取得了初步的经验,并验证了由卫星系统进行定位的可行性,由于卫星定位显示出在导航方面的巨大优越性及子午仪系统存在对潜艇和舰船导航方面的巨大缺陷。
美国海陆空三军及民用部门都感到迫切需要一种新的卫星导航系统。
经过20余年的研究实验,耗资300亿美元,到1994年,全球覆盖率高达98%的24颗GPS 卫星星座己布设完成。
二、GPS生活中应用GPS在飞机系统中的应用按照机载导航系统的功能划分,GPS在航空导航中的应用以下几个方面:1、航路导航GPS和一种称之为接收机自主完善性监测的技术能满足洋区航路对GPS的导航精度、完善性?和可用性的要求,而且精度也能满足大陆空域航路的要求。
GPS的精度远优于现有任何航路用导航系统,这种精度的提高?和连续性效劳的改善有助于有效利用空域,实现最正确的空域划分和管理、空中交通流量?管理以及飞行路径管理,为空中运输效劳开辟了广阔的应用前景,同时也降低了营运本钱,?保证了空中交通管制的灵活性。
2、进场/着陆GPS及其广域增强系统完全?满足非精密进场/着陆对清度、完善性和可用性的要求;再用局域伪距差分技术/系统增强,能满足CAT-1、2类精密进场的要求。
卫星定位行业专业术语解析及翻译
卫星定位行业常用专业术语解析1、GPS全球定位系统全名是NAVSTAR全球定位系统,它是一个星基无线电定位系统,提供应装有适当设备的用户准确的位置、速度和时间数据。
GPS直接给全世界的用户提供连续的、全天候的、免费的数据。
GPS星座由24颗卫星组成,均匀分布在6个轨道平面上,每个轨道上均匀分布4颗卫星。
系统是美国空军管理下的国防部开发的。
GSM是Global System For Mobile munications的缩写,由欧洲电信标准组织ETSI制订的一个数字移动通信标准,GSM是全球移动通信系统(Global System for Mobile munications) 的简称。
LBS 基于位置的效劳,它是通过电信移动运营商的无线电通讯网络〔如GSM网、CDMA 网〕或外部定位方式(如GPS)获取移动终端用户的位置信息〔地理坐标,或大地坐标〕,在地理信息系统〔外语缩写:GIS、外语全称:Geographic Information System〕平台的支持下,为用户提供相应效劳的一种增值业务。
2、通信协议信号源和接收器之间建立起来的一种消息传送方法,包括消息格式,消息传送的序列,还包括信号传输的必备条件,如比特率、停顿位、奇偶校验和每个字符的比特数。
3、静地卫星卫星轨道沿着赤道平面,这样在地球外表上的参考点观测卫星是在一个固定的位置。
〔GPS 卫星不是静地卫星〕4、伪卫星地面上的转发器,用来模仿卫星,可以转发差分改正。
5、伪距计算出的GPS接收机到卫星的距离,通过确定被测卫星的传输时间和接收机测量时间之间的差值,乘以光速,就是伪距,它包括好几种误差源。
6、伪距量测量利用GPS信号上的伪随机码进展测量,提供一个到卫星的明确测量量,包括卫星和用户钟偏的影响。
7、参考卫星一种双差的实现方式,一个接收机的观测量在不同的卫星间进展差分,以消除相关误差。
通常一个卫星被选为“参考卫星〞,所有其余卫星与其差分。
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GPS^统电子信息工程08级三班 江海东 专业名称:年级班级:学生姓名:学 号:2220083421SummarizingThe Global PositioningSystemAbstract:Global Positioning System is based on thebackground of the United States Department of Defense.lt is designed,invested,developed,and operated by the United States Department of Defense ,GPS is a satellite-based positioning and time transfering GPS positioning function has a wide range of applications in the modern measurement and a more moder n buildi ng.GPS-RTK tech no logy is also widely used in moderni zati on buildi ng, and now GPS has also bee nshow n to be a ni mporta nt civilia n com mun ities of interest, and increasingly wide rangeof applicated.Keyword:GPS,Locating , RTK , Lay out, Survey1.BackgroundThe 50s, the former U.S.S.R has not launched humanities first artificial earth satellite, the American scientists in along its track research in, had discovered the Doppler shift phenomenon, and has facilitated Doppler satellite navigation posi- tioning system completing using this principle, has obtained the enormous success in the military and the civi aspect, was in a navigation localization history leap, our country once has also introduced many Doppler receiver, applied to the island association measured, the Earth explored and so on the applied to the island association measured, the Earth explored and so on the domain. But becauseDoppler satellite orbit highly low, signal-carrier frequency low, the track precision enhances with difficulty, causes the pointing accuracy lowly, satisfies the geodetic survey or the project survey request, is more impossible to use in the astronomy Earth dynamics research. In order to enhance the satellite positi oning the precisi on,US started from 1973 to prepare for con struct ion global positioning system GPS (Global Positioning System).After has entered the plan proof, the system test stage,started in 1989 to launch the official work satellite,and completely completed in 1994, investment use. The GPS system spaceartially is composed by twenty one satellites, evenly distributes in six orbit, the ground level is 20,000 Kilometers, the inclination of orbit is 55, the flat heart rate approximately is 0, the week con tract is 12 hours, the satellite to the earth launching two wave bands intelligence signals,the intelligence signal frequency respectively is 1575.442 mega cycles per sec ond (the L2 wave ban d), on the satellite has in stalled the precisi on very high atomic clock, guarantees the frequency the stability, modulates in the carrier has the expression satellite position the broadcast star experienee, use in the range finder C/A code and P yard, as well ad other system information, can in the global scope, to willfully multi-user provide thehigh accuracy, all-weather, is continual, real-time three dimensional measuresfast, the threedimensional localization and the time service.The GPS system control section by is located in the American foundations of the states 5 monitoring stationsto be composed, thesestand did not ask breaks Carries on the observation to GPS satellite, and will calculate and the forecast information by the infusion standsrenews to thesatellite information.The GPS system user is extremely covert, it is one kind of one-way system,the user only receives but does not need the transmitting message,and therefore user's quantity also is not limited. Although GPS is the unification starts is, but very quantity also is not limited. Although GPS recei ver and processing software emerge in abundance. At prese nt the receiver which appears in the Chin ese market main ly has ROGUE,ASHTECH, TRIMBLE, LEICA, SOKKIA, TOPCON a nd so on.. Ca n carry o n the observation to two frequencies the receiver to be called the double frequency receiver, only can carry on the observati on to a freque ncy the receiver to become the inference. Says regarding the mapping user,GPS has causedthe revolutionary changein the mapping domain, at present, in the scope several thousand kilometers controls n etwork, in the precisio n from hun dred to the millimeter level localizati on, gen erally all GPS took the first choice method, is day by day mature along wi th the RTK tech no logy, GPS started to decimeter and even a centimeter level layout, domain seepageand so on high accuracy dynamic localization.The international GPS geodetic survey served IGS with Earth dynamics from 1992, has established many data storage and the process in g cen ter in the whole world, year to year observed a stationwith hundred, our country has also set up Shanghai Yu Shan, Wuhan, Xian, Taiwan and so on many year to year measuring platforms station, these stations observation data passed on every day through the internet net to US' S data storage center, IGS also nearly real-time synthesizes various data processing center the result, an d the participa nt intern ati onal earth rotati on served the IERS global coord in ates reference system maintenan ce a nd the earth rotati on parameter issue. The user also may free on-line obtain product and so on observation data and precise star experienee fromintern et.The GPS system real-time navigation pointing is very high,US hasimplemented the so-called SA policy in 1992, namely reduces the broadcaststarto undergo the star posi tion precision, reduces the star clock to change thepositive number the precision, adds on the high frequency vibration to thesatellite datum frequency (to cause false distanee measuring accuracy to reducewith phase), latterhas implemented the A-S policy, soon P yard cha nge is Y yard namely further limi ts to the precise false dista nce survey, but America n military and special permissi on user not these polices in flue nces, but US in order to obtain the bigger commercial interest, thesepolicy ends are cancelled.2.GPS localizatiorprincipalThe GPS receiver may receive and use in the time service accurately to the nano sec on d level time in formatio n; will use i n to forecast the future for several m on ths the satellite to locate the summary position forecast star experience; Uses in calculates whe n the localizatio n to n eed the satelli te coord in ates the broadcast star experie nce, the precision is (each satellite is different several meter to several dozensmeters~changesas necessary);As well as GPS system information, like satellite condition and so on.The GPS receiver may obtain the satellite sign to the code to the receiver distance, because includes the receiver satellite clock the error and the atmosphere propagated error, therefore is called the false distance. The false distance obtains which to the OA code is called the UA code false distance, the precision approximately is about 20 meters, obtains the false distance to P yard to be called P yard false distance, the precision approximately is about 2 meters.The GPS receiver to the satellite signal which receives, carries on the decoding or uses other tech no logies, will modulate after the carrier the in formatio n removes, will be allowed to restore the carrier. Strict says, the carrier phase should be called the carrier beat freque ncy phase, it is receives produces the Doppler shift in flue nce satellite sig nal carrier phase and receiver this machine vibration difference of the signal phase. Gen erally experie nce Yuan time which determ ined in the receiver clock surveyed, maintains to the satellite signal track under, may record the phase change value, but starts time the observation receiver and the satellite oscillator phase change value is does not know, namely misty degree of whole week, only can calculate in the data processing as the parameter solution. Phaseobservation value precision high to millimeter, but the premise is solves misty degree of whole week, therefore only has when the relative localization, and has a section continuously observes the value can use the phase observation value, but must achieve meters down to themillimeter level also only to be able to usethe phase observation value.According to the locate mode, the GPS localization divides into the simple point localization and the relative localization (differenee localization). The simple point localization is according to a receiver observation data determined the receiver position the way, it only can usethe false distaneeview survey, may use in Chef Chuan and so on the summary navigation localization. The relative localization (differenee localization) is according to two above receivers observation data determined between the observation point the relative position method, it already may use the false distanee view survey also to be possible to use the phase view survey, the geodetic surveyor the project survey should use the phaseobservatio n value to carry on the relative localizati on. Has contained the satellite and receiver ZhongChai, the atmospheric dissemination in the GPS view survey retards, error and so on multipart effect, when localization error the in flue nee, whe n carries on the relative localizati on the majority of public errors are counterbalaneed or weaken, therefore the pointing accuracy greatly will enhance, the double frequency receiver will be allowed to act according to two frequencies in the view survey counterbalanee atmosphere the ionosphere-path error main part, will request high in the precision, between the receiver the distanee will be farther when (atmosphere will have obvious differenee), will be supposed to select the double frequency receiver.When localization observation, if the receiver is opposite to the earths surface movement, then is called the dynamic localization, like uses in summary navigation localization the and so on Chef Chuan precision is 30-100 meter false distanee simple point localization, either uses in the city vehicles navigation localization rice level precision false distanee differenee localization(RTK), the real-time differenee localization needs the data chain real-time transmits two or many stations observation data calculates together.When localization observation, if the receiver is opposite to the earths surface static, then is called the static localization, when carries on controls the net observes, gen erally selects this method by several receivers also to observe, it can maximum limit display GPS the pointing accuracy,special-purpose Yu Zheizhong the goal receiver is called the earth receiver,is in the receiver a performanee best kind. At present, GPS already could achieve the earths crust performanee observation the precision request, IGS year to year the measuring platform already can constitute millimeter level the global coord in ates frame.3.RTK technologiesThe conventional GPS measuring technique, like the static state, the fast static state , the dyn amic survey all~eed afterwards to carry on the soluti on to calculate can obtain a centimeter level the precision, but RTK is can real-time obtain the centimeter level pointing accuracy in the open country the measuring technique, it has used the carrier phase dynamic real-time difference (Real-timekinematics)the method, is the GPS applicati on sig ni fica nt milest on e, its appeara ncefor the project layout, the terra in mapping, each kind of control survey has brought the new dawn, enormously enhanced the field operation work efficiency.The high accuracy GPS survey must use the carrier phase observation value,the RTK localizati on tech no logy, it can real-time provide in assig ns in the coord in ate system the three dime nsional localizati on result, and achieves the cen timeter level precision. Under the RTK work pattern, the datum stands through the data chain tran smi ts together its observati on value and the survey stati on coord in ates in formatio n for the mobile station. Mobile stands not only receives the data through the data link which stands from the datum, but also must gather the GPS observation data, and composes the differe nce observati on value in the system to carry on the real-time processing, simultaneously produces the centimeter level localization result, a lasted. The mobile station may be at the static condition, also may be at the state of motion; May first carry on the i nitializati on after the fixed point to e nterthe dy namic work aga in, also may under the dynamic condition directly opening machine,and completes the week fuzz in ess search soluti on un der the dyn amic environment. After end knows the number solution to be fixed, then carries on each calendar Yuan real-time processing, so long as can maintain four above satellites phases observation value the track and the essential geometric figure ,then the mobile station may produce the centimeter level localization result as necessary.The RTK tech no logy key lies in the data process ing tech no logy and the data tran smissi on tech no logy, whe n the RTK localizati on requeststhe datum stati on receiver real-time the observation data (false distanee observation value, phaseobservation value) and the know data transmission for the mobile station receive, the data quantity quite big, gen erally all requests9,600 bauds rate, this in on radio is no t difficult to realize.4.The applicatiorof RTK(1)Each kind of control surveyThe traditional geodetic survey, the project control survey uses the triangular net, the line-network method executes measured, not only requires a lot of work timeconsuming, request In divisibility, moreover the precisi on distributi on non-uni formity, also at the field operation did not know how the precision, does use conventional the GPS static state survey, the fast static state, the false dynamic method, survey in the process at field operation not to be able real-time to know the pointing accuracy, after if surveys completes, after returns to house processing to discover the precision does no t gatherthe request, but also must retur n measured, but uses RTK to carry on the con trol survey, can real-time know the pointing accuracy, if the fruits and cakes position precision request has satisfied, the user was allowed to stop observing, how moreover knew the observation quality, This may greatly enhance the work efficiency. If uses in the road control survey RTK,electronic circuit control survey, the hydraulic engineering con trol survey, the geodetic survey, the n not only may greatly reducethe man power intensi ty, the economical expense, moreover greatly enhances the working efficiency,measured a control point may complete in several minutes even several sec on ds.(2)Terra in mapp ingIn the past measured whe n topographic diagram gen erally first must in measure area establishment chart root control point, then on chart root control point top carriage entire station meter or altazimuth coord ination small flat panel mapping, now develops the field operati on with the en tire stati on meter and the electro nic hand coord in ati on thing code, uses big scale mapp ing software to carry on the mapp ing, even develops recent field operation electron dull mapping and so on, all requestsin the survey station to measure all around terra in Ian dform an d so on departme ntpo int, these po ints all wi th survey stati on in divisibility, moreover gen erally requests at least 2-3 pers on to operate, needs when puts together the chart once the precision not to gather the request also to obtain the field operation to return measured,whennow uses RTK, only needs a person to carry the in strume nt in on the terra in Ian dform departme nt point dull 12 sec ond kinds which must measure, and simulta neously in puts the characteristic code, through hand book may real-time know the position precision, after measured a region returns to in the room, may output the topographic diagram by the specialized software connection which requests, like this usesRTK only to n eed a pers onto operate,does no t request a between indi visibi Ii ty, greatly enhanced the working efficiency, uses the RTK coord in ati on electr on hand book to be allowed to survey each kind of topographic diagram, I ike the ordinary mapping, the track, line strip the shape topographic diagram surve ying, roadpipeli ne topographic diagram surve ying, coord in ates the depth-fi nding device to be allowed to use in to measurethe reservoir topographic diagram, Navigation seamapping and so on.(3)LayoutLayout surveys an applicati on bran ch, it request through the certa in method to use the certa in in strume nt the spot positi on which artificial desig ns in really for to demarcate, in the past used the convention layout the method very many, like the altazimuth junction met layout, whe n the entire 50 stati on meter and so on, gen erally layout a desig n positi on, ofte n n eededthe back a nd forth bile target, moreover took 2-3 pers onto operate, simulta neously also requested the in divisibility situati on in the process to be good, in the production application the efficiency was not very high, sometimes layout encountered the difficult situation to be able to draw support fromYu Hindu the method to layout. Sometimes, if uses the RTK tech no logy layout, only must the spot positi on coord in ates which desig ns in put to the electro n han d, is carry ing the GPS receiver, it can remind you to walk to want to layout a position, both rapid and convenient, because GPS is comes directly through the coord in ates layout,the precisi on is very high, thus can greatly enhanceefficiency, also only needsa person to operate.5.The applicatiorof GPSGPS offers for military and makes a reservation andsetsup accurately at first, it is still con trolled by the America n military so far. Military GPS products is it c onfirm and follow in field adva ncing solderi ng and coord in at ing of equipme nt in to used for mainly, the gun ship for the sea navigates, offers the positi on and n avigati on in formati on for military aircraft.⑴ The GPS system use is extensivelyAt present, application, GPS of system very extensive already, we can use GPS sig nai can carry on sea, empty and n avigati on of land, the guida nee of the guided missile, earth measurement and accurate localization of project measurement.,transmission of time and measurementof the speed,etc.For survey and draw field,GPS satellite fix tech no logy is it set up n ati on wide earth measurementof high accuracy control network to use for already, determ in eglobal dyn amic parameterof earth;Usedfor sett ing up land marine earth measureme ntdatum, un ite and exam in esa nd surveys a nd draws in the ocea nthe high-accuracy isla nd Ian d;Used for moni tori ng plate motio n state of the earth andthe earthscrustdeformation;Usedin project measure,isit set up city and project control main meansof network to becomeFor determine Aero-Space photograph camera position in the twinkling of an eye, realize for a small amoun tof ground con trol or there is n o aerial surveyc on trolled in region to become and pursue fast, technical revolution causing the geographicalinformation system,globalenvironmental remoteto follow their monitor.A lot of commerceand government organs use GPS equipment to follow their vehicle positi on; This gen erally n eeds to draw support from wireless com muni cati on tech no logy.SomeGPSreceiver in tegrated radio, radio teleph one move data term inal is it meets n eed, motorcade of managementto come.(2)Appearanee of the resource environment of pluralistic spaceAt present, GPS, GLONASS, INMARSA T waits for the system to all possessand navigate to orient the function, formed the pluralistic room resource environment. This pluralistic space environment ,has impelled and fumed a piece of com mon tactics intern ati on ally and folly, n amely on one hand fully utilize the existi ng system, on the other hand prepare to establish folk GNSS system actively ,by the tome around the2010,GNSS folk system build our purely, the woke world form the tendency that GPS/GLONASS/GNSS stood like the legs of a tripod, could get rid of the reliance on the si ngle system fun dame ntally, form owning in com mon, security resource environment which world shares of worlk.World can is it is it use realm at most as single navigation means to navigate satelli te to enter. This international and folk strategy, there id in flue nce and force U.S.A to use the policy to make more ome n adjustme nt to its GPS con verselu .In aword , becauseof the establishme nt of the resource environment of pluralistic space ,have created an unprecedented gapped international environment for the development and application of GPS.(3)Develop gapsindustryGPS Will form in dustrializatio n like the automobile, wireless com muni cati on at present in the future, US>A strengthen wide areasystematic WAAS (namely wide area is it revise date chain transfer to already, it make geostationary satellite it have C? A yards of function too, form wide area the GPS strengthen system of) plan international standard of developing into of. Some units produce car-mounted GPS system too at present in our country.For GPS industry of developing our country, already China GPS project centrehasbeen established in Wuhan.全球定位系统概述摘要:全球定位系统是以美国国防为背景,由美国国防部设计、投资、开发、和运行的。