INTRODUCTION THE GPS CODE SOFTWARE RECEIVER AT AALBORG UNIVERSITY

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全球定位系统的介绍英文

全球定位系统的介绍英文

Introduction to the Global Positioning SystemChapter 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 a stream 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 Location In 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 GPSreceiver?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 which is known as an almanac. Think of the almanac as a "bus schedule" advising you 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 conjunction 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 GPS SatellitesGPS 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 that the signal was transmitted and the exact time it was received are known, the signal's travel timecan 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 which the satellite generated and the receiver generated 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..Chapter Five: Four (4) Satellites to give 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 that 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 signal speed traveling from the satellite to the receiver is very fast, so if the two clocks are not synchronized, even if only a small part, the determined position data may be considerably distorted.The atomic clocks on aboard keep their time at a very high degree of accuracy. 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 GPS receiver. Therefore, the 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 requir four equations. In determining GPS positions, the four equations arerepresented 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 as bellows:Atmospheric ConditionThe 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 from 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 of positional 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.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 errorsinto 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. computed position may be derrerent, depending on which satellites you use for the measurement. Different satellite geometries can magnify or reduce the errors in the 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.。

GPS专业术语

GPS专业术语

4.9惯性导航系统inertial navigation system(INS)利用惯性仪表(陀螺仪和加速度计)、参考方向和初始位置来测量载体运动方向、速度【中华人民共和国国家标准GB/T 19391-2003 】1 范围本标准规定了全球定位系统(GPS)常用术语及定义本标准适用于GPS专业范围内的各种标准的制定、各类技术文件的编制,也适用于科研、教学等方面2 通用术语2.1全球定位系统global positioning system(GPS)导航星navigation by satellite timing and ranging(NAVSTAR)一种卫星导航定位系统由空间段、地面控制段和用户段三部分组成.为伞球用户提供实时的三维位置、速度和时间信息包括主要为军用的精密定位服务(PPS)和民用的标准定位服务(SPS)2.2全球导航卫星系统global navigation satellite system(GLONASS)一种全球卫星导航定位系统:为全球用户提供实时的三维位置、速度和时间信息包括军用和民用两种服务2.3伽利略系统Galileo system一种民用全球卫星导航系统;2.4全球导航卫星系统global navigation satellite system(GNSS)由国际民航组织提出的概念GNSS的最终目标是由多种民用卫星导航系统组成,向全球民间提供服务并将由多国民间参与运行和控制的卫星导航系统GNSS也已经为国际海事组织(IMO)所接受欧洲的GNSS计划分为两个阶段即GNSS-1和GNSS-2GNSS-1为EGNOS(欧洲地球静止轨道卫星导航重叠服务)系统,GNSS-2为Galileo(伽利略)系统2.5静地星/定位星系统Geostar/Locstar system一种卫星定位系统,利用两颗地球轨道静止卫星双程测距而实现定位功能兼有简短报文通信能力2.6海军导航卫星系统navy navigation satellite system(NNSS)子午仪Transit是1960年由美国研制的卫星导航系统,为固定用户或低动态用户提供不连续定位信息注:已于l997年12月31日关闭2.7国际GPS动力学服务international GPS geodynamics service(IGS)国际大地测量协会于1994年创立的国际GPS研究服务机构它负责向世界各国的GPS用户提供精密的星历、地球旋转参数、全球GPS跟踪网数据等多种信息2.8GPS空间段GPS space segment指GPS的空间星座它按设计由分布在6个轨道平面上的24颗导航卫星组成,卫星向地球方向广播含有测距码和数据电文的导航信号2.9GPS地面控制段GPS ground control segment指GPS的地面监测和控制系统,它包括主控站、卫星监测站和上行信息注入站(又称地面天线)以及把它们联系起来的数据通信网络2.10GPS用户段GPS user segment指各种GPS用户终端其主要功能是接收卫星信号,提供用户听需要的位置、速度和时间等信息2.11Block ⅠⅡ,ⅡA,ⅡRⅡR-M,ⅡFⅢ卫星Block Ⅰ,Ⅱ,ⅡA,ⅡR,ⅡR-M,ⅡF,Ⅲsatellites指GPS的各代卫星的名称Block Ⅰ是原型卫星;BlockⅡ和ⅡA是目前的基本工作卫星;Block ⅡR和ⅡR-M是正在发射的替补卫星;Block ⅡF是后继卫星 Block Ⅲ是在规划中的2010年以后发射的卫星2.12伪卫星pseudolite设立在地面上的GPS信号发射站它发播与真实的GPS卫星相似的信号可在近距离内起到和GP5卫星类同的作用2.13星历ephemeris描述天体的空间位置的轨道参数2.14GPS卫星星历GPS satellite ephemerisGPS卫星星历一共包含16种数据,它们分别是历元、在历元上的6个卫星轨道参数以及用于在历元之后修正轨道参数的9个系数2.15广播星历broadcast ephemeris卫星播发的电文中所包含的本颗卫星的轨道参数或卫星的空间坐标2.16精密星历precise ephemeris由若干个不属于GPS系统的卫星跟踪站获得的测量值,经事后处理计算出的卫星轨道参数供事后精密定位使用2.17历书almanacGPS卫星电文中包含的所有在轨卫星的粗略轨道参数2.18载频L1、L2、L5 carrier L1,L2L5L1、L2为GPS卫星所发射信号的载频,L1为1575.42MHz,L2为1227.60MHzL5为GPS卫星将增发的民用信号的载频,预定为117**5MHz2.19历元epoch指一个时期和一个事件的起始时刻或者表示某个测量系统的auot cad参考日期注:在GPS术语中两种概念都使用2.20伪随机噪声码pseudo random noise(PRN)code一种具有与白噪声类似的自相关特性确定的码序列GPS信号中采用了伪随机噪声编码技术,以产生码分多址(CDMA),直接宇列扩频和伪距测量功能2.21粗/捕获码coarse/acquisition codeC/A码C/A code用于调制GPS卫星L1载频信号的民用伪随机码2.22精码precise codeP码P code曾经用于调制GPS卫星L1和L2载频信号的伪随机码2.23P(Y)码P(Y)codeY码Y codeGPS卫星用于调制L1和L2载频信号的军用伪随机码,由P码与加密码W模2相加而成由于Y码仍然保持着P码的码速率,因此也称作P(Y)码2.24精度因子dilution of precision(DOP)描述卫星的几何位置对误差贡献的因子GPS的误差为测距误差与精度因子之乘积2.25几何精度因子geometrical dilution of precision(GDOP)表征卫星几何位置布局对GPS三维位置误差和时间误差综合影响的精度因子2.26位置精度因子positional dilution of precision(PDOP)表征卫星几何位置布局对GPS三维位置精度影响的精度因子2.27高程精度因子vertical dilution of precision(VDOP)表征卫星几何位置布局对GPS高程定位精度影响的精度因子2.28平面位置精度因子horizontal dilution of precision(HDOP)表征卫星几何位置布局对GPS平面位置精度影响的精度因子2.29时间精度因子time dilution of precision(TDOP)表征卫星几何位置布局对GPS时间精度影响的精度因子2.30捕获acquisition用户设备对接收到的GPS卫星信号完成码识别、码同步和载波相位同步的处理过程2.31重捕re-acquisitionGPS接收机因信号遮挡等原因短时间失锁后重新捕获信号的过程一般很快便能完成2.32跟踪tracking对捕获到的GPS卫星信号继续保持码同步和载波相位同步的过程2.33码相位跟踪code phase trackingGPS接收机通过对GPS卫星信号的C/A码或P(Y)码的码相位进行跟踪,以获得GPS伪距测量值的过程2.34载波相位跟踪carrier phase trackingGPS接收机通过对GPS卫星信号的载波相位的跟踪,以获得载波相位测量值的过程2.35载波相位平滑carrier phase smoothing在GPS接收机中利用积分载波相位测量值,以减小由码相位跟踪噪声造成的误差的方法2.36周跳cycle slips在GPS接收机进行载波相位跟踪时,因某种原因产生的整数载波周期跳变2.37伪距pseudorange由GPS接收机测出的卫星信号传播时间而计算出的卫星与接收天线相位中心间的距离2.38距离变化率range rate用测量GPS卫星载波的多普勒频移求得的伪距变化的速率2.39选择可用性selective availability(SA)是美国人为地将误差引入卫星时钟和星历数据中,以降低GPS标准定位服务(SPS)精度的人为措施注:该措施从1990年3月开始实施,2001年5月1日停止使用2.40完好性integrity当无线电导航系统不应当用于导航时向用户及时发出警告(信息)的能力GPS 系统有一定的完好性措施,但对一些应用系统目前的完好性还不够2.41反欺骗anti-spoofing(A-S)GPS卫星信号中用加密码W与P码相叠加使之变为Y码的措施,用于精密定位眼务(PPS)只有具有解密能力的接收机才能利用精密定位服务2.42标准定位服务standard positioning service(SPS)由GPS的C/A码所提供的公开的民用服务2.43精密定位服务precise positioning service(PPS)由GPS的P(y)码所提供的保密服务,仅供美国及其盟国军用或经特许的其他用户使用2.44接收机自主完好性监测receiver autonomous integrity monitoring(RAIM)接收机利用冗余GPS卫星的伪距测量信息以判定GPS系统完好性的方法它能判断可见卫星中是否有卫星出现故障或哪一颗卫星发生了故障并将其排除在导航解之外2.45飞机自主完好性监视airplane autonomous integrity monitoring(AAIM)利用飞企业资产负债表表格下载机上各种导航设备的冗余信息辅助GPS接收机,以提高GPS完好性的一种技术2.46GPS完好性通道GPS integrity channel(GIC)以由多个地面GPS卫星监测台组成的网为基础,提高GPS星座完好性的技术2.47故障检测和排除fault detection exclusion(FDE)在RAIM中,利用冗余GPS卫星的伪距测量信息,具体地判定某一颗卫星不可用而将其从求解组合中排除不用的方法注:当可见卫星为6颗以上时才能作故障检测和排除2.48GPS监测站GPS monitor station在GPS地面控制段中用以对GPS星座的所有卫星进行跟踪测量的设施全球一共设有5个所有监测站收集到的数据传送到主控站,在那里解算出卫星星历和时间的修正参数,然后上行加载到卫星上2.49主机板original equipment manufacture(OEM);engine board是GPS接收机的核心部件包括RF、数字通道、处理器和定位解算软件在OEM基础上,根据不同用户的需求,加上不同的人机界面、天线和外壳结构,可以做成适合不同需要的GPS用户没备2.50C/A码GPS接收机C/A code GPS receiver利用GPS的C/A码进行导航定位的接收机2.51P(Y)码GPS接收机P(Y)code GPS receiver利用GPS的P(Y)码进行导航定位的接收机2.52单频GPS接收机single frequency GPS receiver只能接收GPSL1载频信号而进行导航定位的接收机2.53双频GPS接收机dual frequency GPS receiver能够接收GPS L1、L2信号而进行导航定位的接收机2.54无码GPS接收机codeless GPS receiver在不知道P(Y)码序列的条件下,采用某种信号处理技术获得GPSL1和L2双频信号的测量值,从而具有电离层延迟校正能力的民用双频GPS接收机2.55软件无线电GPS接收机software radio GPS receiver将经天线接收和直接放大后的GPS卫星信号送入高速模/数变换器,其后的全部处理过程由通用数字信号处理器完成的GPS接收机2.56导航型GPS接收机navigational GPS receiver能在动态条件下提供实时定位及其他数据并具有导航功能的GPS接收机2.57测地型GPS接收机geodetic GPS receiver能够提供卫星信号原始观测值用于高精度测量的接收机2.58GPS/GLONASS兼用接收机GPS/GLONASS dual-used receiver能够同时接收GPS卫星和GLONASS卫星信号进行导航定位的接收机2.59测姿型GPS接收机attitude-determination GPS receiver用以测量载体方向、横滚和俯仰等参数的GPS接收机通常由多个GPS接收天线、OEM和相应的处理器组成2.60测向型GPS接收机GPS azimuth-determination receiver用以测量载体方向等参数的GPS接收机,通常由双天线、OEM和相应的处理器组成2.61授时型GPS接收机time transfer GPS receiver专用于精确时间(GPS时或UTC时间)发布的GPS接收机有时还同时输出高稳定度的频率授时精度可以达到或超过40ns2.62定时校频GPS接收机GPS time/frequency receiver同时产生GPS标准秒信号和基准频率的GPS接收机用于对用户的时钟和频率源进行定时和校准2.63单通道GPS接收机single channel GPS receiver采用单个硬件通道,按照一定的时序实现对多颗卫星信号的跟踪并完成定位功能的老式GPS接收机2.64多通道GPS接收机multichannel GPS receiver一个包含多个并行通道的GPS接收机每个通道都能独立连续跟踪一颗或一颗以上卫星2.65GPS数字接收机GPS digital receiver从中频开始进行数字量化处理的GPS接收机2.66GPS模拟接收机GPS analog receiver载波环和码环采用模拟电路实现的老式GPS接收机2.67差分GPS接收机differential GPS receiver能够接收由差分基准站的数据链路发射的差分修正数据,而进行差分导航定位的GPS用户设备,一般包括数据链信号接收机和能利用差修正信息的GPS接收机2.68GPS接收机应用模块GPS receiver application module(GRAM)是一种标准化的美国军用GPS用户设备模块,用于确保军用GPS用户设备的安全性、共用性和互换性2.69GPS天线设备档案表格相位中心GPS antenna phase center指GPS天线的电气中心其理论设计应与天线的几何中心一致2.70GPS接收机噪声GPS receiver noiseGPS接收机噪声是由接收机内部热噪声、通道间的偏差和量比误差等引起的测距和测相误差的综合表征2.71GPS微带天线GPS microstrip antenna一种GPS接收机天线类型由粘接在基板上的特殊设计和精确量裁的金属箔构成2.72冷启动cold startGPS接收机在不知道星历、历书、时间和位置的情况下开机,需要较长时间才能正常定位2.73温启动warm startGPS接收机在不知道星历,但存有历书、时间和位置的情况下开机,达到正常定位的时间比冷启动短2.74热启动hot startGPS接收机在存有星历、历书、时间和位置的情况下开机达到正常定位的时间比温启动短2.75均方根误差root mean square(RMS)表明GPS观测值数据质量的参数,其值越小数据质量越好2.76用户距离误差user range error(URE)用户测量所得的伪距与至卫星真实距离的误差,用均方根值来规定2.77用户等效距离误差user equivalent range error(UERE)根据各种误差源听求得的对用户至卫星距离测量误差的估值2.78GPS导航电文GPS navigation message是由GPS卫星播发给用户的描述卫星运行状态与参数的电文,包括卫星健康状况、星历、历书,卫星时钟的修正值、电离层时延模型参数等内容,以50bps 速率播发2.79转换字hand over word(HOW)GPS导航电文中的转换字载有时间信息,用于在P(Y)码接收机中辅助从C/A 码跟踪状态转换到P(Y)码跟踪状态2.80Z-计数Z-countGPS卫星时钟时间在GPS导航电文中位于每个子帧的第二个转换字(HOW)之前,用29位二进制数表示,单位为1.5s,一个Z-计数为6s2.81差分GPS differential GPS(DGPS)一种提高GPS定位和定时精度的技术在已知点上设置GPS基准接收机,根据由此获得的GPS测量误差产生误差修正量,实时或事后提供给差分GPS用户设备,使用户设备接收并利用修正量以提高其定位精度2.82差分基准站differential reference station差分站differential station设在已知坐标点上的GPS基准接收机连续观测视界内的卫星,产生差分修正量再利用数据链发射台向差分GPS用户设备发送差分修正信息这种固定站称为差分基准站2.83局域差分GPS local area DGPS(LADGPS)用于提高局部区域的GPS定位精度的实时差分GPS系统2.84局域增强系统local area augmentation system(LAAS)利用VHF数据链的局域差分GPS系统,它同时提高GPS定位精度和完好性为飞机精密进近服务2.85位置差分GPS position differential GPS以差分基准接收机提供的位置误差作为修正量的局域差分GPS,它要求基准站GPS接收机和用户接收机使用相同的卫星组进行定位解算2.86伪距差分GPS pseudorange differential GPS以差分基准接收机产生的视界内各颗GPS卫星的伪距误差及其变化率作为修正量的局域差分GPS它不要求基准接收机和用户接收机使用相同的星组2.87载波相位差分GPS carrier phase differential GPS利用基站GPS接收机和用户GPS接收机对多颗卫星信号的载波相位和码伪距的观测量,进行双差分和其他处理,以使用户获得厘米甚至毫米级定位精度的一种相对定位技术2.88实时动态测量系统real time kinematic(RIK)survey system利用数据链将基站GPS接收机的载波相位和码伪距观测量传送给用户,用户接收机采用双差分以及其他处理快速解算出载波整周多值性,以实现动态高精度的实时定位系统2.89EUROFIX系统EUROFIX system以罗兰C作为数据链的局域差分GPS系统2.90连续工作基准站continuously operating reference stations(CORS)互联网差分iso9001质量手册范本GPS internet differential GPS由美国大地测绘局(NGS)、国家海洋和大气局(NOAA)联合建立的GPS增强系统它通过互联网和电话数据包服务,收集来自分布在全国的几百个基准站的码距离和载波相位数据,经中心站处理后再通过互联网,提供给用户,支持GPS 非导航用户和后处理应用,提高GPS定位精度2.91中波数据链差分differential using medium frequency data link利用中波数据链的局域差分GPS2.92海用差分GPS maritime DGPS是一种中波数据链差分GPS用已有的或增强的海用无线电信标台发射信号的副载波作数据链,同时提高水上用户的定位精度和完好性2.93调频数据链差分differential using FM data link利用调频广播副载波作数据链的局域差分GPS2.94全国差分GPS nationwide differential GPS(NDGPS)利用与海用差分GPS同样的体系结构由许多基准站组成,并连同已有的海用差分站,组成覆盖全美国的系统,用于提高GPS定位精度与完好性,为陆上和水上用户服务2.95广域差分GPS wide area DGPS(WADGPS)利用大范围地面分布的GPS基准站收集GPS卫星的数据把伪距误差分解成分量,在整个区域对每一分量进行估计形成修正量,将这些修正量实时传送给GPS用户设备一般由主控站、多个基准站、差分信号播发站、数据通信网络和用户设备组成可用相对较少的基准站提高较广区域的GPS定位精度2.96广域增强系统wide area augmentation system(WAAS)由美国研制的,利用广域差分技术、卫星完好性监测技术和GPS导航信号转发技术,用地球静止卫星作为数据链以GPS L1载频播发这些增强信息用户使用相宜的接收机系统WASS提高GPS的完好性、精度和可用性主要为美国民用航空服务目标是使GPS在整个美国达到飞机I类精密进近的水平2.97欧洲静地星导航重叠服务European geostationary navigation overlay service (EGNOS)欧洲发展的与WAAS相类似的系统和WAAS的主要差别是:它将同时增强GPS和GLONASS系统,覆盖整个欧洲及周边地区2.98多功能交通卫星星基增强系统MTSAT satellite based augmentation system (MSAS)由日本发展的,与WAAS十分类似的系统利用多功能交通卫星(MSAST)播发数据,覆盖日本及其周边洋区2.99星基增强系统satellite based augmentation system(SBAS)利用地球静止轨道卫星播发差分修正及其他信息,以提高卫星导航用户的精度及其性能的广域增强系统2.100陆基增强系统ground based augmentation system(GBAS)利用地面发射台播发差分修正及其他信息以提高卫星导航刚户精度机其他性能的局域增强系统2.101机上增强系统aircraft based augmentation system(ABAS)航空器上利用其他系统获得信息以增强卫星导航用户终端的(定位)性能,或利用它们之间的组合方式共同形成性能增强的导航信息2.102联合精密进近着陆系统joint precision approach and landing system(JPALS)是美国军方正在研制的利用军用信号的差分GPS着陆、着舰系统2.103舰载相对GPS shipboard relative GPS是联合精密进近着陆系统作舰载飞机着舰时的特殊应用方式,为飞机提供相对于军舰的位置2.104GPS现代化GPS modernization为提高GPS系统性能而正在抉行的计划,包括在GPS卫星发射的L2载频上增加调制民用码,增加发射L5载频的民用信号,把军用与民用信号频谱分隔开,在L1、L2上增发军用的M码、增大卫星发射功率和改善地面控制段等措施2.105广域GPS强化wide area GPS enhancements(WAGE)利用GPS卫星同时发播整个星座的伪距修正信息,以提高GPS系统精度的一种方法2.106GPS精度改善创新GPS accuracy improvement initiative(AⅡ)是美国为提高GPS系统精度而正在进行的一项计划,该计划包6s管理检查表括把美国影像和地图绘制局(NIMA)的GPS卫星监测站并入现有监视网络,重新设计主控站GPS中的卡尔曼滤波器以及改善对GPS卫星上行注入方式与能力等三项改善地面控制段的措施2.1073P计划3P program是美国对GPS导航战计划的别称,包括:● 保护(美国及其盟国)在战场上的GPS军事服务;● 防止敌对方对GPS服务的利用;● 维持在战场区域以外的GPS民用服务注:由于保护(protection)、防止(prevention)、维持(preserve)的英文字头均为P,故称为3P2.108导航战navigation warfare(NAVWAR)美国于1996年开始执行的一项军事计划,其目的是提高GPS军用接收机的抗干扰能力,使美军具有在区域的基础上停止GPS民用接收机工作的能力,甚至包括停止其他卫星系统工作的能力2.109GPS接口控制文件GPSICD-200GPS接口控制文件是—个美国政府文件,包括用户与GPS卫星间接口的完整的技术说明2.110海用差分GPS电文格式RTCM SC-104 DGPS message format美国海用无线电技术委员会(RTCM)104专门委员会(SC-104)制定的GPS 差分数据电文格式,在世界范围得到推广应用2.111NMEA-0183美国国家海洋电子协会制定的海用电子设备接口标准及数据格式,许多GPS接收机采用这种标准作为一种数据输入输出格式3 测量特性术语3.11984世界大地坐标系world geodetic system 84WG84坐标系WG84 coordinate system由美国国防部在与WGS72相应的精密星历系统NSWC-9Z-2基础上采用1980大地参考系和BIH1984.0系统定向所建立的一种地心参考系3.2模糊度(多值性)ambiguity当一个接收机对卫星进行连续观测,为重建载波相位的伪距观测值,其中所包含的侍解未知整周数称为整周模糊度值3.3天线高antenna height观测时接收机天线相位中心至测站中心标志面的高度3.4观测时段observation session观测站上开始接收卫星信号到停止接收,连续观测的时间间隔称为观测时段简称时段3.5同步观测simulateous observation两台或两台以上接收机同时对同一卫星进行的观测3.6独立观测环independent observation loop由非同步观测获得的基线向量构成的闭合环3.7单差解single difference solution对两个不同观测站GPS接收机同步观测同一卫星载波相位观测值进行求差的数据处理方法可以消除或削弱GPS卫星钟差、轨道误差、电离层时延和对流层时延3.8双差解double difference solution对两个不同观测站GPS接收机同步观测两颗卫星听得的单差进行求差的数据处理方法,可以消除GPS接收机钟差3.9三差解triple difference solution对两个不同观测站GPS接收机同步观测两颗卫星所得的双差在不同历元进行求差的数据处理方法,可以消除整周模糊度3.10数据剔除率percentage of data rejection删除的观测值个数与应获取的观测值个数的比值3.11扼流圈天线choke ring antenna一种根据L1、L2频率值精心设计的带有多路径抑制槽、可以同时消除L1、L2多路径效应的测量型GPS接收机专用天线,一般用于高精度GPS测量3.12RATIO值RATIO反映GPS整周模糊度解算结果可靠性的参数,其结果取决于多种因素用次最小RMS与最小RMS的比值来表示3.13组合观测值combinative observation由L1、L2载波相位观测值通过一定的数学运算得到的观测值3.14宽巷观测值wide lane observation由L1-L2得到的组合观测值,其波长为86.19cm,有利于求解整周模糊度3.15窄巷观测值narrow lane observation由L1+L2得到的组合观测值,具有比L1、L2都小的观测噪声3.16RINEX格式receiver independent exchange format是GPS原始观测数据的一种通用的存储格式,是ASCII码文本文件,一般由观测数据文件、导航数据文件、气象数井下作业工初级工据文件三种,有特定的文件命名方式其最新版已包括GLONASS数据3.17参考站reference station在一定的观测时间内一台或几台接收机分别固定在一个或几个测站上一直保持跟踪观测卫星,其余接收机在这些测站的一定范围内流动设站作业,这些固定测站就称参考站3.18流动站roxing station在参考站的一定范围内流动作业的接收机所设立的测站3.19GPS静态定位测量static GPS positioning通过在多个测站上进行若干时段同步观测,确定测站之间相对位置的GPS定位测量3.20GPS快速静态定位测量fast static GPS positioning利用快速整周模糊度解算法原理所进行的GPS静态定位测量3.21永久性跟踪站permanent tracking station长期连续跟踪接收卫星信号的永久性地面观测站3.22单基线解single baseline solution在多台GPS接收机同步观测中每次选取两台接收机的GPS观测数据解算相应的基线向量3.23多基线解multi-baseline solution从m(m>3)台GPS接收机同步观测值中,由m-1条独立基线构成观测方程统一解算m-1条基线向量3.24航摄GPS测量参考点reference point for GPS photographic surveying航摄GPS测量中计算动态基线的起算点3.25偏心向量eccentric vector飞机上GPS天线相位中心对航摄仪镜头中心的偏移向量3.26初始基线initialization baseline航摄GPS测量开始之前,参考点和飞机上GPS天线相位中心之间的距离3.27闭合基线closure baseline航摄GPS测量结束后,参考点和飞机上GPS天线之间的距离3.28运动测量kinematic surveying只需短时间的观测资料的连续差分载波相位测量的一种方式操作常数包括确定一已知基线或从一已知基点开始最少跟踪四颗卫星—个接收机应固定安装在一控制点上(已知点上)其他接收机在被测点间移动3.29单点定位point positioning一台接收机单独模式下的地理定位3.30绝对定位absolute positioning定位方式之一,定出某点在某一个特定坐标系上的位置,该坐标系通常是地心坐标系3.31相对定位relative positioning指通过两个站的接收讥同时司步地观测相同卫星来确定两个站的相对位置差的过程这种技术可以消掉两个站的共同误差,比如卫星钟差和预报星历误差,传播延迟等3.32静态定位static positioning一种接收机处在静止或几乎静止情况下的定位3.33动态定位dynamic positioning按时间顺序求解运动中的接收机的坐标每一组坐标只由一次信号取样来确定,且通常进行实时解算4 导航特性术语4.1汽车GPS导航系统in-vehicle GPS navigation system汽车GPS导航系统是以车载GPS接收机为基础,结合其他导航手段获得载体位置数据,并与导航地图数据库相匹配。

GPS USER MANUAL

GPS USER MANUAL

GPS USER MANUAL November 2015 ContentsIntroduction (2)Standard Operating Procedure for using GPS navigation (2)Tablet (2)Hardware and buttons (2)Home screen (3)Using the SYGIC Navigation Software (4)Using the Sygic touch screen . (4)Navigating to a destination (5)Method 1: Using the full address (5)Method 2: Using only the street name (6)Navigating to a Waterpoint or Hydrant near your current location. (7)Method 1: Use the NEAR ME button (7)Method 2 :Use a Google type search. (8)Navigating to Waterpoints at other locations (9)Cancelling the Route (9)Muting voice prompts (10)Closing SYGIC (10)Using the OziExplorer Maps Software (11)Main Maps screen (11)MAIN MAPS Screen buttons (11)Track/Hydrants screen (13)TRACK/HYDRANT Screen buttons (13)Satellite Info screen (14)SATELLITE INFO Screen buttons (14)Location Coordinates (15)Closing OziExplorer (15)Shutting down the Tablet (15)Mapping coverage (16)Sygic (16)OziExplorer (16)IntroductionThe Yallingup Rural Volunteer Bush Fire Brigade uses Samsung Galaxy tablets principally for GPS assisted navigation to fire scenes, location of water points in our area, and navigation on maps and aerial photographs.Standard Operating Procedure for using GPS navigation1. Turn on the Tablet and select Sygic immediately the vehicle is started. (It may take several minutes for the unit to lock on to the GPS satellites.)2. Use Sygic to assist with navigation to the fire scene or waterpoint.3. The Crew Leader is responsible for navigation . (Not the driver when the vehicle is in motion.)4. Once at the fire scene, change to OziExplorer to get an appreciation of the local conditions from a map or aerial photograph. Automatically plot vehicle tracks, particularly in thick forest or unfamiliar terrain.TabletSamsung Galaxy Tab4, model SM -T330, Android Version 4.2.2 (August 2015)Hardware and buttons∙ The Home button is under the soft rubber button in the centre of the lower edge. ∙ The Return button is the U shaped arrow.∙ The Task Manager (nested screens symbol) shows open applications. Switchbetween applications here, close individual applications, or close all.∙ Long press the On/Off button to start the tablet.Task Manager.DIAGRAM 1Home screenSwipe the Tablet opening screen, Diagram 1 to see the home screen, Diagram2:Navigation MappingDIAGRAM 2In addition to the GPS software, there are icons for First Aid, a folder for GPS Guides, a Camera and Photo Gallery. Other useful icons may be placed here in the future.Sygic software uses road data for all of Australia for turn by turn navigation. All information is held on the device, no internet connection is necessary.OziExplorer is used for display of map images of the fire area - photographs or scanned maps, including the LSW Emergency Service Directory maps. The GPS position is displayed as an arrow over the moving map. Images are restricted to WA, and are most detailed in the lower Southwest. See Diagram 15.Using the SYGIC Navigation SoftwareTap the iconon the Samsung Tablet home screen (Diagram 2) to open Sygic (Diagram 3).Using the Sygic touch screen .∙ Use the search/Navigate bar to enter the destination, pg.5.∙ Waterpoint and hydrant symbols appear on the screen when zoomed in tolarger scales. These are from the YRVBFB and LSW hydrant databases. Waterpointsindicate mostly the YRVBFB local standpipes; hydrants are street mains hydrants.∙ The buttons increase or decrease the scale. The screen can also be zoomed andshifted by pinching or swiping. Once the screen is moved away from the local area, theGPS tracking automatically turns off. To return to the GPS location, press the RESUMEbutton which will show in the lower right corner.∙ The Favourites/Recent Searches icon shows places recently searched.Search BarFavourites /Recent searches Waterpoint symbolCurrent PositionZoom in / outChoose 2D (Map) or 3D viewDIAGRAM 3Navigating to a destinationMethod 1: Using the full addressCalculate the RouteDIAGRAM 41.Tap on the Search/Navigate bar in the top left hand corner (Diagram 3) to open up thekeyboard. (To dismiss a keyboard, swipe downwards or use the return button on the Tablet (Diagram 1). If the Search/Navigate bar is not visible, tap the screen).2.Follow the prompts to enter Country, City, Street, Street number. As an alternative to streetnumber, select the cross street as above (Sommerville Crescent). Select from the drop-down lists.The item to be entered is in grey; once selected, the item changes to being highlighted in blue, and the prompt for the next item is shown in grey.3.When complete, tap the Navigate button (top RH corner Diagram 4), to create a route.A screen similar to Diagram 5 will display.DIAGRAM 5Sometimes, up to 3 alternative routes are shown together with distance and time for each.4.Select the route that you prefer by touching it on the screen. It will then highlight.5.Start navigating by pressing the START button in the top right hand corner (Diagram 5).6.Follow the turn by turn audio instructions and map display.7.Adjust the volume with the volume toggle switch on the tablet near the On/Off buttonTablet (Diagram 1)Method 2: Using only the street nameThe Search bar can be used as a Google type search. This is useful if you are unsure of the suburb.1.Dismiss the Country etc. By pressing the X at the right hand side of the Search/Navigate bar(Diagram 4).2.Type in the street name and press ‘Go’ on the keyboard. (Ignore the Select Country or Statein grey - it will disappear once you start typing.)3.Select the street name in the appropriate suburb from a list of all streets of that name in thedatabase which display with the nearest one at the top of the list. (Even slightly misspelled streets are often found. Try Commonege for Commonage. The difference between thismethod and following the Country,City,Street etc search is that Sygic then takes you straight to the location of the street, and you must pick the cross street or location by selecting it on the screen.)4.Follow the audio turn by turn instructions and map display.The same technique can be used to find other useful POI’s such as p olice, hospital or waterpoints. Type in ‘police’ and ‘Go’ on the keyboard to find the nearest station. See the following instructions on Navigating to a Waterpoint.Navigating to a Waterpoint or Hydrant near your current location. Method 1: Use the NEAR ME buttone the NEAR ME button above (Diagram 3).All nearby POI’s will appear in a Category list.2.Scroll down to Imported POI’s as shown below in Diagram 7.Scroll downDIAGRAM 73.Select Imported POI’s and the following screen will display.Select the waterpoint required from the list, and navigate to it using Get directions.Method 2 :Use a Google type search.1.Press the X at the right hand end of the search/navigate bar (Diagram 8)2.Type YRVBFB (which is a tag in the waterpoints database)DIAGRAM 83.Press ‘Go, and the waterpoints will be listed beginning at the closest. (Even ‘YRV’ will workfor this.)4.Select the waterpoint required from the list as above, and navigate to it using Getdirections.Navigating to Waterpoints at other locations1.Pan the screen to the remote location and touch the screen on a road. A blue bar willappear.2.Touch the bar and then the Explore nearby icon on the next screen (Diagram 9)The street image below will only be displayed (via Google Street Map) if you have internetconnection.DIAGRAM 9All nearby POI’s will appear in a Category list.3.Scroll down to Imported POI’s as before in Diagram 7.4.Select the waterpoint required from the list, and navigate to it using Get directions. Cancelling the Route1.Tap the screen, and a menu will appear at the bottom. The Search/Navigate bar also appearsat the top (Diagram 6).2.Select CANCEL ROUTEDIAGRAM 6Muting voice prompts1.The voice prompts can be muted from this menu. (If there are no voice prompts, check herefirst to ‘UNMUTE VOICE’, then check the volume setting.)Closing SYGICTap the screen to display the menus, press CANCEL ROUTE, then press the return button on the Tablet (Diagram 1) and respond to the close down promptsNote that both Sygic and OziExplorer can both be running at the same time. Swap between them by pressing the ‘Home’ button on the Tablet (Diagram 1) and select the other application from the home screen icons.Using the OziExplorer Maps SoftwareTap the icon on the Home screen to open OziExplorer.OziExplorer contains City of Busselton aerial photographs, the Lower South West Emergency Services Directory (ESD) maps, and other topographic and town maps. See Diagram 15 at the end of this document for the mapping coverage. OziExplorer cannot be used for turn by turn navigation to the fire scene but it is useful for locating the vehicle on a map or aerial photograph, and showing vehicle tracks. The current location is shown as the red arrow on Diagram 10. The list of waterpoints and LSW hydrants is also available.Main Maps screenMAIN MAPS Screen and Menu Bar - showing an Aerial photography screenMAIN MAPS Screen buttonsMoves between displaying different scale backdrop maps or photos available atthis location, for example:∙ Aerial photo as above, (Diagram 10)∙ 1:25000 topographic map,∙ LSW ESD (Emergency Services Directory), shown below (Diagram 11).DIAGRAM 10MAIN MAPS Screen and Menu Bar - showing an ESD Directory screenOpens a window listing (shown below) of the available maps at the cursor location -(the GPS red arrow, Diagram 10).Go directly to that map by selecting it, rather than using the LESSDETAILED MAP or MORE DETAILED MAP buttons.Shows all the maps available in the database - including about 36 town maps andthe 1:100000 scale WA state maps.All maps and photos are stored as large mosaics, rather than individual tiles. This means that there are no partially blank screens at the edge of tiles, but it does mean that when changing between maps/photos there can be about 10 seconds of pixilation before the image settles at full resolution.Are Zoom buttons. OziExplorer does not respond as well as Sygic to screen panningand pinching due to the large datasets, so use the Zoom buttons.DIAGRAM 11GO TO MENU TRACK/HYDRANT and SATELLITE INFO buttons open new screenswith new Menu bars.GPS TRACKING ON/OFF. Turn GPS TRACKING OFF (button turns orange ) if youwant to scroll the map to a different location. Turn GPS TRACKING ON (buttonturns green ) to return the map to the current GPS location.Track/Hydrants screenTRACK/HYDRANT Screen and Menu BarTRACK/HYDRANT Screen buttonsSHOW/HIDE TRACKS either shows a blue track trail for vehicle movement(Diagram 12, button Green , or no track trail button Orange )CLEAR TRACK TRAIL prompts for removal of the displayed track trails.HYDRANT INFO shows all the waterpoints and LSW hydrants (, circled in redon Diagram 12). They are listed starting at the nearest. (Diagram 13). In OziExplorer both waterpoints and hydrants have the same symbol.DIAGRAM 12 Vehicle trackSatellite Info screenSATELLITE INFO screen and Menu BarThis screen is available to check the satellite configuration, the number of satellites tracked, and their signal strength. Once a GPS fix has been acquired, all fields will be filled in. The last one to be filled is HDOP, so if there is a figure there, GPS lock has been achieved. Date and time are also available here.SATELLITE INFO Screen buttonsOpens the MAIN MAP screen (Diagrams 10, 11).Opens the TRACK/HYDRANTS Screen (Diagram 12) DIAGRAM 13 DIAGRAM 14Location CoordinatesEach screen has a bar at the bottom showing:Latitude-Longitude In Degrees, Minutes, Seconds - South and East and;Grid (Zone East North) in metres.The example above shows: Grid Coordinates, Zone 50H, East 315691, North 6270039, projection UTMThese should correspond within a few metres of the coordinates available through the F2 button on the WAERN radio.Closing OziExplorerTo close OziExplorer, press ‘QUIT OZIEXPLORER’ button available on all screens and respond to the close down message.Shutting down the TabletOn returning to the Fire shed, close both items of software individually, and shut down the Samsung Tablet with a long press on the On/Off button (Diagram 1)a nd respond to the ‘Power Off’ option.Mapping coverageSygicAll of AustraliaOziExplorerAs shown belowSouthWest 1:25000 Topographical Map.SWWA_25K.mapAerial PhotographySWWA_BSN_Aerial_Jan14.mapEmergency Services Directory ESDSWWA_ESD.mapDIAGRAM 15In addition, there are about 36 individual Lower SW town maps and 1:100000 coverage of all WA in two maps - WA North, and WA South.。

GPS工作原理

GPS工作原理

全球定位系统"GPS" redirects here. For other uses, see GPS (disambiguation).For a generally accessible and less technical introduction to the topic, see Introduction to the Global Positioning System.“GPS“重定向。

作为其他用途,请见(GPS 解疑)。

作为对这个主题一般普通的和较低专业技术上的介绍,请见:全球定位系统介绍。

The Global Positioning System (GPS) is a space-based global navigation satellite system that provides reliable location and time information in all weather and at all times and anywhere on or near the Earth there is an unobstructed line of sight to four or more GPS satellites. It is maintained by the United States government and is freely accessible by anyone with a GPS receiver.全球定位系统是一个以空间为基础的全球卫星导航系统,可以全天候一直在任何地点位于或邻近地球在四个或更多GPS卫星畅通无阻线路范围内提供可靠的位置和时间信息。

它是由美国政府维护并且任何持有GPS接收器的人都可以免费的接受信息。

The GPS System was created and realized by the U.S. Department of Defense (DOD) and was originally based on and run with 24 satellites. It was established in 1973 to reduce the large number of navigation aids and to overcome the limitations of previous navigation systems.全球定位系统由美国国防部创建并付诸实践,最初建立在24枚卫星运行的基础之上。

REC介绍

REC介绍

Our team G 们 团队 G
Mr.Momoco Mr. Momoko 锐设计师. 饰设计、 类设计、 类设计、 设计 专家,长 与 众 国际 进 、 数家国际 设计顾 问。从 饰设计工 , 获 过设计类 奖。 TD Design Studio(JP) 设计师,与TD Design Studio设计师 团队 务 个国际 饰 。 经 务 : 国际:QUICKSILVER,CROCODILE,WANGER,ESPRIT 国:ASICS,MUZUNO 国 陆:LI-NING,KAPPA 国 JUSCO 团
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伊凡.貝納德Yvon BERNARD 法國著l名面料設計大師; 现任法國PV第一視覺展(歐洲最具權威的最新面料和流行趨 勢發佈氣象臺,影響世界紡織品和服裝的最新走向)趨勢研討 會策劃組織者,自1990以来代表法國PV第一視覺展在歐洲磋商 諮詢流行與產品,参与并组织PV20年 30年流行趨勢紡織色彩、面料開發經驗,为法国、德国、意大 利、日本等多国面料公司研發提供技术咨询,為歐洲知名流行 資訊公司Nelly Rodi、BBDC等提供面料趨勢流行樣本 伊凡.貝納德(Yvon BERNARD )先生同时还是MODOM 法國國家男仕服飾流行委員會负责人,并负责组织法國國際男 裝展 SEHM展。

oogps

oogps

oogpsOOGPS: A Comprehensive Guide to GPS TechnologyIntroductionGPS, short for Global Positioning System, has become an integral part of our lives. It is a network of satellites that provides accurate and precise location information. OOGPS, which stands for Object-Oriented GPS, is a powerful and versatile GPS technology that offers advanced features for a variety of applications. In this document, we will explore the ins and outs of OOGPS, its capabilities, and its potential applications.1. What is OOGPS?OOGPS is an innovative approach to GPS technology that utilizes object-oriented programming principles to enhance its functionality. Unlike traditional GPS systems that rely on procedural programming, OOGPS leverages the benefits of object-oriented design to provide a more flexible and extensible solution.2. Key Features of OOGPS2.1 Object-Oriented Design: OOGPS organizes GPS-related functionalities into objects, making it easier to understand and manipulate data. This approach allows for modular development and easier maintenance.2.2 Customization: OOGPS offers a high degree of customization. Users can create their own GPS objects and add specific functionalities based on their unique requirements.2.3 Event-Driven Programming: OOGPS incorporates event-driven programming, allowing users to define specific actions or operations triggered by events such as changes in location, speed, or altitude.2.4 Data Visualization: OOGPS provides tools for data visualization, enabling users to display GPS information in various formats, such as maps, charts, or graphs.3. OOGPS Applications3.1 Personal Navigation: OOGPS can be used in portable navigation devices, such as smartphones or handheld GPS units. It enables users to find the most efficient routes, locate points of interest, and receive real-time traffic updates.3.2 Fleet Management: OOGPS can improve fleet management by enabling real-time tracking of vehicles, monitoring driver behavior, optimizing routes, and enhancing operational efficiency.3.3 Sports and Fitness: OOGPS can be integrated into fitness devices and applications to track performance, measure distances, and provide location-based guidance for outdoor activities such as running, cycling, hiking, and golfing.3.4 Geographic Information System (GIS): OOGPS can be integrated into GIS software to gather and analyze spatial data, enabling improved decision-making in various fields such as urban planning, logistics, environmental management, and agriculture.3.5 Safety and Security: OOGPS plays a crucial role in enhancing safety and security. It can be used for emergency services to locate and track vehicles or individuals in distress.Additionally, it aids in asset tracking and anti-theft measures by tracking the movement of valuable goods or equipment.4. OOGPS Development Frameworks and APIsTo facilitate the development of OOGPS applications, various frameworks and APIs (Application Programming Interfaces) are available. These tools provide developers with the necessary resources and functionality to create OOGPS-enabled applications quickly and efficiently. Some popular frameworks include Google Maps API, Mapbox SDK, and HERE Maps API.5. Future Trends and Advancements in OOGPSThe continuous advancement in technology is driving the evolution of OOGPS. Some future trends and advancements include:5.1 Real-time Data Streaming: OOGPS applications will increasingly rely on real-time data streaming, enabling more accurate and up-to-date information.5.2 Integration with Internet of Things (IoT): OOGPS is expected to integrate with IoT devices, allowing for enhanced connectivity and data sharing between various devices and systems.5.3 Augmented Reality (AR): OOGPS can be integrated with AR technologies to provide users with immersive and interactive experiences, such as 3D map overlays and location-based AR games.ConclusionOOGPS is a powerful and versatile GPS technology that combines object-oriented design principles with the functionality of GPS systems. It offers a wide range of applications, from personal navigation to fleet management and sports tracking. With its customizable features and event-driven programming, OOGPS provides developers with a flexible and extensible platform to create innovative GPS-enabled applications. As technology continues to advance, OOGPS is poised to play an even more significant role in various industries, contributing to enhanced safety, efficiency, and user experiences.。

REC介绍

REC介绍

PRS 3S 产品企划三赢法则
P.R.S产品研发行销三赢法则
1、赢合品牌个性主张原则 2、赢合市场竞争变化原则 3、赢合目标消费者需求原则
赢合品牌个性 主张原则
PRS商品企划 三赢法则
赢合市场竞争 变化原则 赢合目标消费者 需求原则
PRODUCT PLANNING
PRS PROCESS 产 研发 销
1
流行与市场 资讯分析
2
品牌定位延展 研发策略
3
产品基调 元素规划 与产品设计
4
产品打样 组合汇总
5
产品供应链 整合管理
6
产品上市 行销企划
PRODUCT PLANNING
Step 1 : Trend& Market Analysis 流行与市场资讯分析
收集世界流行趋势资讯、市场终端信息以及自身品牌文 化,价值观念,产品主张。结合品牌的宗旨与哲学,进 行分析研究,提供产品研发行销管理的方向性与数字化 依据,使企业能够合理制定及调整产品研发的相关策略。
Illustration 插图
Product Order Sheets 工艺单陈
Prototype 样
Step 5 : Visualizing Design 供应链 管 产 供应链
根据品牌产品研发策略要求,结合企业盈利模式,整合 相匹配供应链资源。协调供应商协同合作、统筹控制供 应成本、生产时间计划,保障产品商品流通的快速反应。
Collection Design 成衣系列设计
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GPS常用词汇表

GPS常用词汇表

GPS常用词汇表Almanac历书。

历书中含有卫星轨道参数、开普勒元素、卫星钟差、电离层延迟参数、卫星健康状态等信息,与卫星星历的 内容大体相同,不过较为粗略,GPS接收机利用此信息捕获卫星。

Anti-Sp oofing(A/S)美国军方用以加密精码(P-码)的方法。

Azimuth方位角。

Baseline基线。

基线一般由两个进行了同步观测的测站所构成。

Base Station基准站。

见GPS Reference Station。

Block I, II, IIR, IIF SatellitesBlock I, II, IIR, IIF卫星。

不同代的GPS卫星:Block I是GPS的原型卫星,从1978年开始发射;24颗Block II卫星构成了GPS的卫星星座,它于1995年构成;Block IIR是补充卫星;Block IIF是下一代GPS卫星。

C/A code(Coarse/Acquisition Code)C/A码(粗/捕获码)。

该码调制在L1载波上,该码是一种双相调制在 GPS载波上的二进制伪随机码,码长为1023,码元速率为1.023MHz,码重复周期为1ms。

所选取的编码具有优良的捕获特性。

有时也被称为民用码。

Carrier载波。

至少具有可以通过调制,依一定的参考值改变频率、振幅或相位中的一种特性的无线电波。

Carrier frequency载波频率。

从无线电发送器中输出的未经调制的载波的频率。

GPS的L1载波频率为1575.42MHz。

Carrier phase载波相位。

基于L1和L2载波信号的GPS观测值。

Carrier-aided tracking相位辅助跟踪。

利用GPS载波信号达到精确锁定伪随机码的一种信号处理技术。

CDMA参见code division multiple access (码分多路访问)。

Channel通道。

一个GPS接收机通道是由用于接收来自单一GPS卫星的信号的电路所组成。

GPS英文介绍doc资料

GPS英文介绍doc资料

Summarizing The Global Positioning System Abstract:Global Positioning System is based on the background of the United StatesDepartment of Defense.It 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 modern building.GPS-RTK technology is also widely used in modernization building, and now GPS has also been shown to be an important civilian communities of interest, and increasingly wide range of applicated.Keyword:GPS,Locating,RTK,Lay out,Survey1.BackgroundThe 50s, the former U.S.S.R has not launched humanities first artificial earth satellite, theAmerican scientists in along its track research in, had discovered the Doppler shift phenomenon,and has facilitated Doppler satellite navigation posi- tioning system completing using thisprinciple, has obtained the enormous success in the military and the civi aspect, was in anavigation 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 islandassociation measured, the Earth explored and so on the domain. But because Doppler satelliteorbit highly low, signal-carrier frequency low, the track precision enhances with difficulty, causesthe pointing accuracy lowly, satisfies the geodetic survey or the project survey request, is moreimpossible to use in the astronomy Earth dynamics research. In order to enhance the satellitepositioning the precision,US started from 1973 to prepare for construction global positioningsystem GPS (Global Positioning System).After has entered the plan proof, the system teststage,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, evenlydistributes in six orbit, the ground level is 20,000 Kilometers, the inclination of orbit is 55, the flatheart rate approximately is 0, the week contract is 12 hours, the satellite to the earth launching twowave bands intelligence signals,the intelligence signal frequency respectively is 1575.442 megacycles per second (the L2 wave band), on the satellite has installed the precision very high atomicclock, guarantees the frequency the stability, modulates in the carrier has the expression satelliteposition the broadcast star experience, use in the range finder C/A code and P yard, as well adother system information, can in the global scope, to willfully multi-user provide the highaccuracy, all-weather, is continual, real-time three dimensional measures fast, the threedimensional localization and the time service.The GPS system control section by is located in the American foundations of the states 5 monitoring stations to be composed, these stand did not ask breaks Carries on the observation to GPS satellite, and will calculate and the forecast information by the infusion stands renews to the satellite 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 present the receiver which appears in the Chinese market mainly has ROGUE,ASHTECH, TRIMBLE, LEICA, SOKKIA, TOPCON and so on.. Can carry on the observation to two frequencies the receiver to be called the double frequency receiver, only can carryon the observation to a frequency the receiver to become the inference. Says regarding the mapping user, GPS has caused the revolutionary change in the mapping domain, at present, in the scope several thousand kilometers controls network, in the precision from hundred to the millimeter level localization, generally all GPS took the first choice method, is day by day mature along wi th the RTK technology, GPS started to decimeter and even a centimeter level layout, domain seepage and 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 processing center in the whole world, year to year observed a station with 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, and the participant international earth rotation served the IERS global coordinates reference system maintenance and the earth rotation parameter issue. The user also may free on-line obtain product and so on observation data and precise star experience from internet.The GPS system real-time navigation pointing is very high,US hasimplemented the so-called SA policy in 1992, namely reduces the broadcaststar to 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 distance measuring accuracy to reducewith phase ), latter has implemented the A-S policy, soon P yard change is Y yardnamely further limi ts to the precise false distance survey, but American military and special permission user not these polices influences, but US in order to obtain the bigger commercial interest, these policy ends are cancelled.2.GPS localization principalThe GPS receiver may receive and use in the time service accurately to the nanosecond level time information; will use in to forecast the future for several months the satellite to locate the summary position forecast star experience; Uses in calculates when the localization to need the satelli te coordinates the broadcast star experience, the precision is (each satellite is different several meter to several dozens meters~changes as 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 technologies, will modulate after the carrier the information removes, will be allowed to restore the carrier. Strict says, the carrier phase should be called the carrier beat frequency phase, it is receives produces the Doppler shift influence satellite signal carrier phase and receiver this machine vibration difference of the signal phase. Generally experience Yuan time which determined 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. Phase observation 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 use the phase observation value.According to the locate mode, the GPS localization divides into the simple point localization and the relative localization (difference localization). The simple point localization is according to a receiver observation data determined the receiver position the way, it only can use the false distance view survey, may use in Chef Chuan and so on the summary navigation localization. The relative localization (difference localization) is according to two above receivers observation data determined between the observation point the relative position method, it already may use the false distance view survey also to be possible to use the phase view survey, the geodetic surveyor the project survey should use the phase observation value to carryon the relative localization. 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 influence, when carries on the relative localization the majority of public errors are counterbalanced 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 counterbalance atmosphere the ionosphere-path error main part, will request high in the precision, between the receiver the distance wi11 be farther when (atmosphere will have obvious difference), 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 distance simple point localization, either uses in the city vehicles navigation localization rice level precision false distance difference localization(RTK), the real-time difference 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, generally 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 performance best kind. At present, GPS already could achieve the earths crust performance observation the precision request, IGS year to year the measuring platform already can constitute millimeter level the global coordinates frame.3.RTK technologiesThe conventional GPS measuring technique, like the static state, the fast static state , the dynamic survey all~eed afterwards to carryon the solution 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 application significant milestone, its appearance for the project layout, the terrain 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 localization technology, it can real-time provide in assigns in the coordinate system the three dimensional localization result, and achieves the centimeter level precision. Under the RTK work pattern, the datum stands through the data chain transmi ts together its observation value and the survey station coordinates information 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 difference observation value in the system to carryon the real-time processing, simultaneously produces the centimeter level localization result, a lasted. The mobilestation may be at the static condition, also may be at the state of motion; May first carryon the initialization after the fixed point to enter the dynamic work again, also may under the dynamic condition directly opening machine,and completes the week fuzziness search solution under the dynamic 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 technology key lies in the data processing technology and the data transmission technology, when the RTK localization requests the datum station receiver real-time the observation data (false distance observation value, phase observation value) and the know data transmission for the mobile station receive, the data quantity quite big, generally all requests 9,600 bauds rate, this in on radio is not difficult to realize.4.5.The application of 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 time-consuming, request Indivisibility, moreover the precision distribution non-uniformity, 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 gather the request, but also must return measured, but uses RTK to carryon the control 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 control survey, the geodetic survey, then not only may greatly reducethe manpower intensi ty, the economical expense, moreover greatly enhances the working efficiency,measured a control point may complete in several minutes even several seconds.(2)(3)Terrain mappingIn the past measured when topographic diagram generally first must in measure area establishment chart root control point, then on chart root control point top carriage entire station meter or altazimuth coordination small flat panel mapping, now develops the field operation with the entire station meter and the electronic hand coordination thing code, uses big scale mapping software to carryon the mapping, even develops recent field operation electron dull mapping and so on, all requests in the survey station to measure all around terrain landform and so on department point, these points all wi th survey station indivisibility, moreover generally requests at least 2-3 person 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,when now uses RTK, only needs a person to carry the instrument in on the terrain landform department point dull 12 second kinds which must measure, and simultaneously inputs 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 uses RTK only to need a person to operate,does not request a between indi visibi Ii ty, greatly enhanced the working efficiency, uses the RTK coordination electron 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 surveying, road pipeline topographic diagram surveying, coordinates the depth-finding device to be allowed to use in to measure the reservoir topographic diagram, Navigation sea mapping and so on.(4)(5)LayoutLayout surveys an application branch, it request through the certain method to use the certain instrument the spot position which artificial designs in really for to demarcate, in the past used the convention layout the method very many, like the altazimuth junction met layout, when the ent ire 50 station meter and so on, generally layout a design position, often needed the back and forth bile target, moreover took 2-3 person to operate, simultaneously also requested the indivisibility situation 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 technology layout, only must the spot position coordinates which designs input to the electron hand, is carrying 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 coordinates layout,the precision is very high, thus can greatly enhanceefficiency, also only needs a person to operate.5. The application of GPSGPS offers for military and makes a reservation and sets up accurately at first, it is still controlled by the American military so far. Military GPS products is it confirm and follow in field advancing soldering and coordinating of equipment in to used for mainly, the gunship for the sea navigates, offers the position and navigation information for military aircraft.(1) The GPS system use is extensivelyAt present, application, GPS of system very extensive already, we can use GPS signal can carryon sea, empty and navigation of land, the guidance of the guided missile, earth measurement and accurate localization of project measurement., transmission of time and measurement of the speed,etc.For survey and draw field,GPS satellite fix technology is it set up nationwide earth measurement of high accuracy control network to use for already, determine global dynamic parameter of earth;Used for setting up land marine earth measurement datum, unite and examines and surveys and draws in the ocean the high-accuracy island land;Used for moni toring plate motion state of the earth and the earths crust deformation;Used in project measure,is it set up city and project control main means of network to become For determine Aero-Space photograph camera position in the twinkling of an eye, realize for a small amount of ground control or there is no aerial survey controlled in region to become and pursue fast, technical revolution causing the geographical information system,global environmental remote to follow their monitor.A lot of commerce and government organs use GPS equipment to follow their vehicle position;This generally needs to draw support from wireless communication technology.Some GPS receiver integrated radio, radio telephone move data terminal is it meets need, motorcade of management to come.(2) Appearance of the resource environment of pluralistic spaceAt present, GPS, GLONASS, INMARSAT waits for the system to all possess and navigate to orient the function, formed the pluralistic room resource environment. This pluralistic spaceenvironment ,has impelled and fumed a piece of common tactics internationally and folly, namely on one hand fully utilize the existing 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 single system fundamentally, form owning in common, 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 influence and force U.S.A to use the policy to make more omen adjustment to its GPS converselu. Inaword , because of the establishment of the resource environment of pluralistic space ,have created an unprecedented gapped international environment for the development and application of GPS.(3) Develop gaps industryGPS Will form industrialization like the automobile, wireless communication at present in the future, US>A strengthen wide area systematic 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 centrehas been established in Wuhan.。

全球定位系统的介绍 外文翻译

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。

全球定位系统 毕业论文外文文献翻译

全球定位系统  毕业论文外文文献翻译

外文资料及译文1.外文资料全球定位系统第一节The principle of GPS一、GPSGPS(Navigation Satellite Timing and Ranging /Global Position System ),GPS clock and distance navigation system/global positioning systems, referred to as globalpositioning system (GPS), along withthe rapid development of modernscience and technology, and set up anew generation of satellite navigationand positioning system precision.Global positioning system (GPS) is in1973 by U.S. defense forces began toorganize, and common basiccompletion in 1993. This systemconsists of space constellation, groundcontrol and user receiver is composedof three parts.(一)Global positioning system 图1-1 GPS Satellite distribution1.1 Space constellationGPS space by 24 working partconstellation spare satellite and three satellite. Work in 6 orbit satellite distribution within the surface. Each track surface distribution has 3 ~ 4 satellite, satellite orbits earth's equator Angle relative to the average height of 55, orbit for 20200 kilometers. Satellite operating cycle for 11 hours 45 minutes. Therefore, in the same station daily satellite layout is roughly same, just four minutes every day in advance. Each satellite about 5 hours every day in the horizon, located above the horizon of the satellite number with more time and place, at least 4 November, most. This layout can guarantee on earth at any time, any place can also observed above four satellites.Satellite signal transmission and reception and the influence, so the GPS is a global, all-weather real-time navigation and positioning for system. After the completion of the global positioning system, its work in the space distribution of satellite 1-1 as shown. GPS satellite zips are installed on the light, microprocessors, message signal emission equipment, storage, and provide power supply by solar cells have little fuel, satellite is used to regulate the satellite orbit and posture, and in the monitor of instruction, start spare satellite.1.2 The ground monitoring systemGPS ground monitoring system in the world by five sites. One master station, 3 injection station. Five monitor are equipped with automatic acquisition, data center, double-frequency GPS receiver, precision clock, environmental data sensors and computing devices, and to master station provides all kinds of observation data. Master station (in Colorado) for system management and data processing center, its main content is the use of this site and other monitor the observation data of the satellite's star calendar calculation and satellite clock and atmospheric delay correction parameter, provide global positioning system, and the time base station, these parameters to adjust sidetracked into orbit, the satellite to enable spare satellite instead of failure satellite, etc. Injection station master station will be calculated and satellite star calendar, clock, satellite navigation message and other control commands into corresponding satellite etc, and storage system into the correctness of monitoring information. Besides, the master station, GPS ground monitoring system, various unattended highly automated and standardized work.1.3 User equipment partsUser equipment including GPS receiver host, antenna, power and data processing software component. The host for the microcomputer, quartz oscillators core, and the corresponding input and output interface, and equipment. In the special software under control, the host for homework, satellite data acquisition, processing and storage of the equipment, the system state inspection, alarm and maintenance, the receiving system of automatic management. Antenna, often used for collecting all from each azimuth, arbitrary nonnegative Angle of satellite signal. Due to the satellite antenna pedestal weak signal in a pre-amplifier, amplification, reoccupy coaxial cable input host. Power supply for host and aerial part, can use through rectifier voltage, the mains, also can use the accumulator.(二)Global positioning system (GPS) signalsGPS satellite launch a coherent wave, the wavelength 1L and frequency respectively 2L :f MHZ,cm f MHZ,cm L L L L 11221575421912276024====..λλ1L and 2L as a carrier with two modulation signal, a kind of navigation signal, another kind is message signal. Navigation signal S Mb 023.1 is divided again, frequency m A C 293=λ for code rate for the coarse yards (C/A code) and the rate SMb 023.1for the essence, the frequency of m p 3.291=λcode (P). Thick yards (C/A code) repeat each signal encoding, can quickly capture signal, according to the design for rough positioning, Pure code (P) yards signal encoding every seven, and repeat each satellite, structure is very complex, not capture, but can be used for accurate positioning. Message signal while the rate s bit 50to the carrier 1L and 2L modulation in, including satellite, the correct star calendar and satellite working state. Through the message signal receiver can choose the best one group of graphics, positioning signals observation data processing..第二节 GPS Positioning method一、 GPS Positioning method classification(一)、 The static and dynamic positioningBy means of static GPS positioning and can be divided into dynamic positioning.1、Static positioningIf you stay in the surrounding relatively fixed protection can not perceive motion, or movement is so slowly that require months or years, namely that can be reflected in the earth for fixed-point relative coordinates is fixed, the determination method for the coordinates of static positioning is called. In the mathematics model of the static localization, the position is constant. Due to the rapid solutions of GPS "unknown" technology of the cycle time of operation, static already shortened to a few minutes, so, in addition to the original geodetic measurement and monitoring of the force applied, rapid static orientation has been widely applied to the common measurement and engineering measurement.2、 Dynamic positioningCars, ships, aircraft and aircraft in motion, people often need to know their real-time position. In these sports carrier mounted on GPS receiver, real-time GPS signals measured antenna location, called the GPS kinematic positioning. If the only measure the real-time position, the carrier of sports also determine the speed, time and location, etc, thus guidingstatus parameters to reserve the object orientation, called the navigation movement. GPS navigation is virtually dynamic positioning.(二)、Absolute positioning and relative locationAccording to determine the GPS receiver in earth coordinate system in different position, can be divided into a single absolute positioning and the relative positioning, such as machine, 2-1.1、Absolute positioning图2-1 Absolute and relative positioningTo determine the absolute positioning is independent coordinate system in the position of the dot. Because single absolute positioning error by satellite reception when the effect, low precision. Mainly used for low precision dynamic positioning, such as ships, aircraft navigation of mineral resources, geological investigation, Marine fishing and determine the relative position of the initial value.2、Relative positioningRelative location is determined simultaneous tracking same GPS signals of several sets of the relative position between the receiver is a kind of method. Since the synchronous observation, the synchronization of many error signal obtained station is identical or similar (such as satellite clock error, error, the signal of the star alex atmospheric transmission error, etc.), can avoid or weaken these errors, obtain high relative position. Relative positioning, signal processing and data than absolute orientation is complex, relative positioning is the synchronization between baseline vector (station), and 3d coordinate need at least a spot for known to the rest of the each point coordinates. The static and dynamic positioning can position by relative positioning, such as earthdeformation measurement, ground control aerial photogrammetry, etc.In the dynamic positioning, often USES "difference", a GPS receiver will be placed on the base coordinate, known as the receiver in sports, all receivers carrier, according to the known synchronous control results, the positioning correct number starting position, in order to improve the real-time to positioning accuracy. This is based on a single point positioning and relative location of positioning mode.(三)、 Pseudorange method and the carrier phase methodGPS satellite positioning, according to the different signal processing, can divide again pseudorange method and the carrier phase method.1、Pseudorange methodThe positioning principle is simple. When positioning, receiver and the oscillation ofA satellite signal the same group (P yards range yards or C/A code), through delay and receiver receive signals, when two groups compared each other completely coincide (related to signal measured signals, namely for the delay in quantity, satellite signal transmission time with A series of modified times the speed of light, satellites and draw the oblique distance antenna phase center. If the four (or above), i.e. the distance can satellite stations calculate intersection method of location and clock error four unknown. Due to the wavelength m p 3.29λrange yards m A C 293=λ. To one percent of the estimated $yards range resolution, length of to 0.3 meters (P) and 3 meters (C/A code) the ranging accuracy. Therefore, the pseudorange accuracy is relatively low.2、The carrier phase methodThe carrier is a measure of carrier signal, measurements, determine the satellite signal and reference signal receiver, calculate the phase difference observation. Then the same principle and pseudorange method, the position of the station clock error, etc. The wavelength modulated symbol cm L 191=λ,cm L 242=λ, than much shorter wavelength of one percent, to $yards range resolution, estimating length reached 1.9 cm (P) and 2.4 L centimeters (C/A code) the ranging accuracy. In the measurement and precision air triangle measuring, high precision, often USES relative positioning method, the carrier phase to eliminate system error.The carrier phase method for measuring the complete phase observation data ϕfrom several parts:ϕϕϕϕφφ=-=+=++S R R N N I n tF 00~()() (2-1)Type: s ϕfor the first phase, the observational S,R ϕ for the position of the receiverobservation R phase, ~ϕfor the actual phase observations,0N for the whole cycle count,also called the whole cycle unknown, ()φInt for the actual observation time t the integer part, first observed 0t for the duration of zero, every moment, observation 0t by continuous accumulated through counter counts, called after the cycle count, ()φR F for the actual observation in the integer part, with high precision measurement.二、GPS positioning operation modeMainly includes GPS real-time GPS navigation positioning, afterwards (with) the dynamic positioning and used to measure the static or dynamic) relative orientation accurate.1 . GPS kinematic positioningGPS real-time navigation) is required (and observation data in the positioning of the moment, its main purpose is to navigation. AS mentioned above, the absolute positioning (single point positioning) by the us government's "SA" (choose usability) and "AS" (the electronic technology, the influence of deception by civil service standard of GPS level position precision of 100 meters. So many users using differential GPS system (CDGPS and WADGPS) to improve the precision. CDGPS pseudorange method and the users of the station standing range within 100 miles, precision for 5 ~ 10 meters. The carrier phase method CDGPS (also called RTK) standing and users in the station within range, 30 kilometers, the accuracy of cm. And WADGPS big scope is to create multiple known coordinates, standing and vice standing vice standing by data from receiving chain of error sources, after three corrections to users, communication WADGPS pseudorange method for positioning accuracy of about 1 ~ 3 meters, CDGPS superior. And stood and vice standing distance can reach over 1000 kilometers.2. Dynamic positioning postprocessingThis is a kind of carrier phase of dynamic positioning technologies. Usually a receiver is placed in the ground, and the other on the known a (or more) receiver in high-speed motion object, jr, afterwards synchronous according to the carrier phase difference between objects in motion relative to determine the location of known. Its characteristic is standing with users need to stand between the transmission of real-time data, the distance between the two is less restricted. But in high-speed motion of the object is how to determine the unknown 0N and the whole week jump problem is the technical difficulties. In recent years, the GPS technology of dynamic initialization OTF (again) greatly improve something comes after the practicability of the dynamic positioning. It can reach thecm-level positioning accuracy. Mainly applicable and low orbit satellite cm-level precision GPS satellite, aerial photogrammetry, airborne gravimetry, magnetic moment of determine the cm-level 3d coordinate of the airborne GPS technology.ed to measure the static(and dynamic) relative positioningStatic relative positioning using two sets of (or above), the GPS receiver respectively in each of the baseline endpoints, synchronous observation above four satellites 0.5 ~ 1 hour, baseline length in 20 kilometers. The baseline netted closed graph, constitute the whole event after adjustment, the precision can reach D5. Applicable to higher+1mm⋅ppmaccuracy of measurement and control of national land earth deformation monitoring, etc.Rapid static relative position in the central area with a base station, GPS receiver continuous tracking all visible satellites, in order to each other a receiver to the above five starting synchronous satellites, each 1 ~ 2 minutes to benchmark station starting at baseline length within 15 kilometers, with the benchmark stood for radiation center. Afterwards the processing precision can reach D+15, but poor reliability. Applicable to smallmm⋅ppmrange of control measure, engineering surveying and cadastration, etc.Accurate dynamic relative position in the zone, a GPS receiver with benchmark for tracking all visible satellites, another a receiver in starting sites for five first above synchronous satellites for 1-2 minutes and then keep track of all of the satellite, under the situation of continuous flow to the observation of the number of seconds, the observatory was starting to stand at the baseline length benchmark within 15 kilometers. Its characteristic is starting to keep each phase lock. In case of loss locks, must extend unlocked site observation time after 1 ~ 2 minutes to determine the unknownN and the0 whole cycle count cycle()φInt. Accurate dynamic relative positioning error in baseline can reach 1 ~ 2 cm long, suitable for engineering measurement circuit measurements and topography measurement, etc.第三节GPS application一、The GPS in engineering applicationIn surveying and mapping, GPS satellite positioning technology field has been used to establish the national geodetic measurement accuracy control network, determination ofthe earth; the dynamic parameters of the global To establish the land and sea, high-precision measurement datum of land and sea islands; measurement of surveying and mapping al Used for monitoring earth plate motion and the crustal deformation, Used for engineering measure, establish a city and the major means of engineering control network, Used for testing the aerospace photography instant camera position, only a very small ground control or no ground control chart, causing rapid aerial geographic information system, the global environment of remote sensing technology revolution.In the survey, using GPS technology to develop international league, establish the control of global network, provide high-precision geocentric coordinate, determination and refining geoid. So, for every Chinese department of surveying and mapping work, establish various measurement control network, provides the high plane and elevation 3d benchmarks.In the engineering survey, the application of static GPS positioning technology, relatively precise control network layont for mining cities, and the subsidence monitoring, oil dam deformation monitoring, high-rise buildings deformation monitoring, tunnel breakthrough measurement precision engineering etc. Encryption, using GPS surveying asbuilts of real-time dynamic positioning technologies (hereinafter referred to as RTK surveying and mapping) of scale topographic map and used in the construction of engineering construction lofting.In aerial photogrammetry, using GPS surveying workers also aerial technology field control measure, aerial electricity GPS navigation, airborne flying into the figure of the electricity, etc.On earth, GPS technology used in dynamic monitoring global and regional plate, plate motion of movement monitoring.The global positioning system (GPS) technology has been used in Marine measurement, underground terrain mapping and, moreover, the military defense, intelligent transportation, post and telecommunications, surveying, coal, oil, building and management of agricultural, meteorology, land, environmental monitoring, finance, public security departments and industry, in aerospace, test, physical detection, etc, also pose measurement are conducted the research and application of GPS technology.二、The GPS in scientific research applicationsThe global positioning system (GPS) used in mobile positioning and economical solutions when we directly transferred to customer service center, the mobile phone to check with customer directly short message (GPS positioning, minutes and seconds data format), if the use of electronic map software, general inter-city direct support of its inputGPS data, minutes and seconds, if use the function orientation LingTu days in Beijing, can use the new 5 special software of GPS positioning master manual input coordinates function orientation, this scheme is suitable for low frequency ZhaChe. Enhanced when customers can purchase special satellite positioning management host, it can not only be receiving many car positioning short message, and stored in computer automatic classification, each vehicle is to build a database of clicking a mouse button, finding a car, as long as all the locating records on target data will automatically switch to electronic map shows the location, click on the progress vehicle or the back button on electronic map can demonstrate in the form of automobile, each vehicle can take different names, facilitate management more cars, very convenient, more frequent query for car. Along with the rapid development of urbanization, urban scale expands unceasingly, to provide convenient and fast traffic intelligent transportation information service system, will be the future trend of development, In addition, navigation and positioning system based on mobile phone service, will become the trend for the people to pursue. In the future, all can move, will depend on the GPS. GPS will like mobile phones, Internet, for our life greatly influence. Therefore, the GPS will form the huge industry value chain, significant social and economic benefits.三、In the emerging field of application of GPSRTK technology is RTK network a milestone in the development of technology. This technique by several stations composed a network, and has a terminal. Each station by telecommunications network (fiber or DDN) will observation data, the central station to station by reference data and the model through a solution within the pressure-difference method is correct and its through GSM/GPRS public Internet user, users send according to the real-time difference correct information can obtain higher precision. Compared with the traditional RTK technology, network RTK distance between the base can be long, sichuan VRS seismological bureau standing space than average system construction of 60 kilometers, is the longest baseline once more than 90 kilometers. So, same area covered only need less station can be achieved, cost can be greatly reduced. At the same time, the concept of network calculation model makes more reliable. Traditional RTK system if a base, the user can occur in the base area in the implementation of homework, covering technology in network RTK nonexistent this problem, because the center will automatically according to the user's position and the operation condition of choosing base stations operations. With modern communication technology, the computer storage technology and the rapid development of space technology, measuring method and mode has achieved great progress. GPS network in the information revolution is RTK arises inthe new space data acquisition method. It combines modern technology of communication and information technology, computer network distributed storage and processing technology of virtual reference, standing technology (VRS) among, and modern geodetic technology. GPS network is more advanced technology of RTK integration, this system for the country's infrastructure provide conveniences. Also for "digital city provides real-time reliable source.2.译文全球定位系统第一节 GPS的原理概述一、全球定位系统GPSGPS(Navigation Satellite Timing and Ranging /Global Position System ),授时与测距导航系统/全球定位系统,简称GPS全球定位系统,是随着现代科学技术的迅速发展而建立起来的新一代卫星导航和精密定位系统。

全球定位系统导航系统概述说明书

全球定位系统导航系统概述说明书

2IntroductionSystem OverviewThe navigation system receives signals from the global positioning system (GPS), a network of 24 satellites in orbit around the earth. By receiving signals from several of these satellites,the navigation system can determine the latitude, longitude, and elevation of your vehicle.In addition, a gyroscopic yaw sensor and a vehicle speed sensor in your vehicle keep track of the direction and speed of travel at all times.The navigation system applies this location, direction, and speedinformation to the maps and calculates a route to the destination you enter. As you drive to that destination, the system provides map and voice guidance.The navigation system is easy to use.The locations of many places ofbusiness and entertainment are already entered in the system. You can select any of them as a destination by pressing only one or two of the controls.There are several ways to enter adestination, such as by point of interest (POI), by address, by phone number,and by selecting it from the map. The at a later date. The system also allows you to store a home address to simplify returning home from your destination.As you drive, the navigation system provides visual and audio drivinginstructions so you do not have to take your eyes off the road. Theseinstructions are provided in advance of the actual driving maneuver so you have time to slow down and change lanes if necessary.Read this manual thoroughly so you are familiar with all of the navigationsystem’s features. Afterwards, keep this manual in the glove box of your vehicle so you can refer to it at any time.highly-sophisticated location system that uses satellites and a map database to show you whereyou are and to help guide you to adesired destination.This navigation system is alast 20 destinations are saved for reuseIntroductionImportant Safety Information The navigation system can distract your attention from the road if you focus on the screen or operate the system’s controls while driving.Enter as much information as possible into the system before you begin driving, or when the vehicle is stopped. Then, as you drive, listen to the audio instructions.While driving, do not look at the screen or operate the system controls for more than a second or so at a time, and only after deciding you can do so safely. Pull to the side of the road if you need more time to look at the screen or operate the controls.The navigation system is designed to provide route information to help you reach your destination. However, this route guidance may sometimes conflict with current road conditions such as street closures, road construction, detours, and out-of-date map data. Additionally, the system itself has certain limitations (see page 71). Therefore, you must verify the audio and visual route information provided by the system by carefully observing the roadway, signs and signals, etc. If you are unsure, proceed with caution. Always use your own good judgment,and obey traffic laws while driving.Map OverviewYour navigation system has two kinds of streets: verified and unverified. The differences between the two types of streets are contrasted in the following chart.“Unverified” Road3Introduction。

GPS全球定位系统中英文资料对照外文翻译

GPS全球定位系统中英文资料对照外文翻译

(文档含英文原文和中文翻译) 中英文资料对照外文翻译Summarizing The Global Positioning System Abstract:Global Positioning System is based on the background of the United StatesDepartment of Defense.It 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 modern building.GPS-RTK technology is also widely used in modernization building, and now GPS has also been shown to be an important civilian communities of interest, and increasingly wide range of applicated.Keyword:GPS,Locating,RTK,Lay out,Survey1.BackgroundThe 50s, the former U.S.S.R has not launched humanities first artificial earthsatellite, the American scientists in along its track research in, had discovered theDoppler shift phenomenon, and has facilitated Doppler satellite navigation posi- tioningsystem completing using this principle, has obtained the enormous success in themilitary and the civi aspect, was in a navigation localization history leap, our countryonce has also introduced many Doppler receiver, applied to the island associationmeasured, the Earth explored and so on the applied to the island association measured,the Earth explored and so on the domain. But because Doppler satellite orbit highly low,signal-carrier frequency low, the track precision enhances with difficulty, causes thepointing accuracy lowly, satisfies the geodetic survey or the project survey request, ismore impossible to use in the astronomy Earth dynamics research. In order to enhancethe satellite positioning the precision,US started from 1973 to prepare for constructionglobal positioning system GPS (Global Positioning System).After has entered the planproof, the system test stage,started in 1989 to launch the official work satellite,andcompletely completed in 1994, investment use. The GPS system spaceartially iscomposed by twenty one satellites, evenly distributes in six orbit, the ground level is20,000 Kilometers, the inclination of orbit is 55, the flat heart rate approximately is 0,the week contract is 12 hours, the satellite to the earth launching two wave bandsintelligence signals,the intelligence signal frequency respectively is 1575.442 megacycles per second (the L2 wave band), on the satellite has installed the precision veryhigh atomic clock, guarantees the frequency the stability, modulates in the carrier has the expression satellite position the broadcast star experience, 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 the high accuracy, all-weather, is continual, real-time three dimensional measures fast, the three dimensional localization and the time service.The GPS system control section by is located in the American foundations of the states 5 monitoring stations to be composed, these stand did not ask breaks Carries on the observation to GPS satellite, and will calculate and the forecast information by the infusion stands renews to the satellite 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 present the receiver which appears in the Chinese market mainly has ROGUE,ASHTECH, TRIMBLE, LEICA, SOKKIA, TOPCON and so on.. Can carry on the observation to two frequencies the receiver to be called the double frequency receiver, only can carryon the observation to a frequency the receiver to become the inference. Says regarding the mapping user, GPS has caused the revolutionary change in the mapping domain, at present, in the scope several thousand kilometers controls network, in the precision from hundred to the millimeter level localization, generally all GPS took the first choice method, is day by day mature along wi th the RTK technology, GPS started to decimeter and even a centimeter level layout, domain seepage and 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 processing center in the whole world, year to year observed a station with hundred, our country has also set up Shanghai Y u 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, and the participant international earth rotation served the IERS global coordinates reference system maintenance and the earth rotation parameter issue. The user also mayfree on-line obtain product and so on observation data and precise star experience from internet.The GPS system real-time navigation pointing is very high,US hasimplemented the so-called SA policy in 1992, namely reduces the broadcaststar to 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 distance measuring accuracy to reducewith phase ), latter has implemented the A-S policy, soon P yard change is Y yardnamely further limi ts to the precise false distance survey, but American military and special permission user not these polices influences, but US in order to obtain the bigger commercial interest, these policy ends are cancelled.2.GPS localization principalThe GPS receiver may receive and use in the time service accurately to the nanosecond level time information; will use in to forecast the future for several months the satellite to locate the summary position forecast star experience; Uses in calculates when the localization to need the satelli te coordinates the broadcast star experience, the precision is (each satellite is different several meter to several dozens meters~changes as 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 technologies, will modulate after the carrier the information removes, will be allowed to restore the carrier. Strict says, the carrier phase should be called the carrier beat frequency phase, it is receives produces the Doppler shift influence satellite signal carrier phase and receiver this machine vibration difference of the signal phase. Generally experience Yuan time which determined in the receiver clock surveyed, maintains to the satellite signal track under, may record the phase change value, butstarts 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. Phase observation 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 use the phase observation value.According to the locate mode, the GPS localization divides into the simple point localization and the relative localization (difference localization). The simple point localization is according to a receiver observation data determined the receiver position the way, it only can use the false distance view survey, may use in Chef Chuan and so on the summary navigation localization. The relative localization (difference localization) is according to two above receivers observation data determined between the observation point the relative position method, it already may use the false distance view survey also to be possible to use the phase view survey, the geodetic surveyor the project survey should use the phase observation value to carryon the relative localization. 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 influence, when carries on the relative localization the majority of public errors are counterbalanced 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 counterbalance atmosphere the ionosphere-path error main part, will request high in the precision, between the receiver the distance wi11 be farther when (atmosphere will have obvious difference), 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 distance simple point localization, either uses in the city vehicles navigation localization rice level precision false distance difference localization(RTK), the real-time difference localization needs the data chain real-time transmits two or many stations observationdata 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, generally 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 performance best kind. At present, GPS already could achieve the earths crust performance observation the precision request, IGS year to year the measuring platform already can constitute millimeter level the global coordinates frame.3.RTK technologiesThe conventional GPS measuring technique, like the static state, the fast static state , the dynamic survey all~eed afterwards to carryon the solution 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 application significant milestone, its appearance for the project layout, the terrain 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 localization technology, it can real-time provide in assigns in the coordinate system the three dimensional localization result, and achieves the centimeter level precision. Under the RTK work pattern, the datum stands through the data chain transmi ts together its observation value and the survey station coordinates information 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 difference observation value in the system to carryon 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 carryon the initialization after the fixed point to enter the dynamic work again, also may under the dynamic condition directly opening machine,and completes theweek fuzziness search solution under the dynamic 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 technology key lies in the data processing technology and the data transmission technology, when the RTK localization requests the datum station receiver real-time the observation data (false distance observation value, phase observation value) and the know data transmission for the mobile station receive, the data quantity quite big, generally all requests 9,600 bauds rate, this in on radio is not difficult to realize.4.The application of 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 time-consuming, request Indivisibility, moreover the precision distribution non-uniformity, 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 gather the request, but also must return measured, but uses RTK to carryon the control 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 control survey, the geodetic survey, then not only may greatly reducethe manpower intensi ty, the economical expense, moreover greatly enhances the working efficiency,measured a control point may complete in several minutes even several seconds.(2)Terrain mappingIn the past measured when topographic diagram generally first must in measure area establishment chart root control point, then on chart root control point top carriage entire station meter or altazimuth coordination small flat panel mapping, now develops the field operation with the entire station meter and the electronic hand coordination thing code, uses big scale mapping software to carryon the mapping, even develops recent field operation electron dull mapping and so on, all requests in the survey station to measure all around terrain landform and so on department point, these points all wi th survey station indivisibility, moreover generally requests at least 2-3 person 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,when now uses RTK, only needs a person to carry the instrument in on the terrain landform department point dull 12 second kinds which must measure, and simultaneously inputs 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 uses RTK only to need a person to operate,does not request a between indi visibi Ii ty, greatly enhanced the working efficiency, uses the RTK coordination electron 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 surveying, road pipeline topographic diagram surveying, coordinates the depth-finding device to be allowed to use in to measure the reservoir topographic diagram, Navigation sea mapping and so on.(3)LayoutLayout surveys an application branch, it request through the certain method to use the certain instrument the spot position which artificial designs in really for to demarcate, in the past used the convention layout the method very many, like the altazimuth junction met layout, when the ent ire 50 station meter and so on, generally layout a design position, often needed the back and forth bile target, moreover took 2-3 person to operate, simultaneously also requested the indivisibility situation 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 methodto layout. Sometimes, if uses the RTK technology layout, only must the spot position coordinates which designs input to the electron hand, is carrying 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 coordinates layout,the precision is very high, thus can greatly enhance efficiency, also only needs a person to operate.5. The application of GPSGPS offers for military and makes a reservation and sets up accurately at first, it is still controlled by the American military so far. Military GPS products is it confirm and follow in field advancing soldering and coordinating of equipment in to used for mainly, the gunship for the sea navigates, offers the position and navigation information for military aircraft.(1) The GPS system use is extensivelyAt present, application, GPS of system very extensive already, we can use GPS signal can carryon sea, empty and navigation of land, the guidance of the guided missile, earth measurement and accurate localization of project measurement., transmission of time and measurement of the speed,etc.For survey and draw field,GPS satellite fix technology is it set up nationwide earth measurement of high accuracy control network to use for already, determine global dynamic parameter of earth;Used for setting up land marine earth measurement datum, unite and examines and surveys and draws in the ocean the high-accuracy island land;Used for moni toring plate motion state of the earth and the earths crust deformation;Used in project measure,is it set up city and project control main means of network to become For determine Aero-Space photograph camera position in the twinkling of an eye, realize for a small amount of ground control or there is no aerial survey controlled in region to become and pursue fast, technical revolution causing the geographical information system,global environmental remote to follow their monitor.A lot of commerce and government organs use GPS equipment to follow their vehicle position;This generally needs to draw support fromwireless communication technology.Some GPS receiver integrated radio, radio telephone move data terminal is it meets need, motorcade of management to come.(2) Appearance of the resource environment of pluralistic spaceAt present, GPS, GLONASS, INMARSAT waits for the system to all possess and navigate to orient the function, formed the pluralistic room resource environment. This pluralistic space environment ,has impelled and fumed a piece of common tactics internationally and folly, namely on one hand fully utilize the existing 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 single system fundamentally, form owning in common, 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 influence and force U.S.A to use the policy to make more omen adjustment to its GPS converselu. Inaword , because of the establishment of the resource environment of pluralistic space ,have created an unprecedented gapped international environment for the development and application of GPS.(3) Develop gaps industryGPS Will form industrialization like the automobile, wireless communication at present in the future, US>A strengthen wide area systematic 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 centrehas been 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。

国内外GPS数据处理软件及网络数据处理软件介绍培训讲义PPT

国内外GPS数据处理软件及网络数据处理软件介绍培训讲义PPT
1. L1 and L2 pseudo-range and carrier phase observations 2. L1 pseudo-range observation
An L1 pseudo-range only solution will be performed in case of failure of the L1 and L2 pseudo-range and carrier phase solution. Failure to detect one of the above two observation sets results in an unsuccessful job termination.
同济大学网平差软件TGPPS GAMIT-GLOBK 各接收机生产厂商随机网平差软件:如TGO,
LGO,Grafnet等 ……
5 精密单点定位软件
武汉大学:TriP Calgary University: P3 GrafNav7.8 版本在原来差分定位的基础上增加了精
密单点定位的解算模块; 加拿大APPLANiX 公司推出了POSPac AIR软件; 挪威TerraTec公司推出的TerraPOS软件; 瑞士Leica公式也推出了自己的精密动态单点定位软
iii. Coordinate Precision (valid range is 0.001 - 0.025 m);
iv. Root Mean Square (RMS) (valid range is 0.0005 0.0250 m);
v. % Observations Deleted (valid range is 0 - 25) %;
ftp://.au/sgac/wwwgps/gps180466.pdf

全球定位系统知识普及

全球定位系统知识普及

第一章、定位原理 第 1 节 GPS 的 组 成GPS( Global Positioning System)即 全 球 定 位 系 统 ,是 由 美 国 建 立 的 一 个 卫 星 导 航 定 位 系 统 ,利 用 该 系 统 ,用 户 可 以 在 全 球 范 围 内 实 现 全 天 候 、连 续 、实 时 的 三 维 导 航 定 位 和 测速;另外,利用该系统,用户还能够进行高精度的时间传递和高精度的精密定位。

GPS 计 划 始 于 1973 年 , 已 于 1994 年 进 入 完 全 运 行 状 态 (FOC[2])。

GPS 的 整 个 系 统由空间部分、地面控制部分和用户部分所组成:•空间部分 GPS 的 空 间 部 分 是 由 24 颗 GPS 工 作 卫 星 所 组 成 , 这 些 GPS 工 作 卫 星 共 同 组 成 了 GPS 卫 星 星 座 , 其 中 21 颗 为 可 用 于 导 航 的 卫 星 , 3 颗 为 活 动 的 备 用 卫 星 [3]。

这 24 颗 卫 星 分 布 在 6 个 倾 角 为 55°的 轨 道 上 绕 地 球 运 行 。

卫 星 的 运 行 周 期 约 为 12 恒 星 时 。

每 颗 GPS 工 作 卫 星 都 发 出 用 于 导 航 定 位 的 信 号 。

GPS 用 户 正 是 利 用 这 些 信号来进行工作的。

•控制部分 GPS 的 控 制 部 分 由 分 布 在 全 球 的 由 若 干 个 跟 踪 站 所 组 成 的 监 控 系 统 所 构 成 ,根 据 其 作用的不同,这些跟踪站又被分为主控站、监控站和注入站。

主控站有一个,位于 美 国 克 罗 拉 多( Colorado)的 法 尔 孔( Falcon)空 军 基 地 ,它 的 作 用 是 根 据 各 监 控 站 对 GPS 的 观 测 数 据 ,计 算 出 卫 星 的 星 历 和 卫 星 钟 的 改 正 参 数 等 ,并 将 这 些 数 据 通 过注入站注入到卫星中去;同时,它还对卫星进行控制,向卫星发布指令,当工作 卫星出现故障时,调度备用卫星,替代失效的工作卫星工作;另外,主控站也具有 监 控 站 的 功 能 。

高级导航系统初始化指南说明书

高级导航系统初始化指南说明书

Navigation System 91System Initialization System InitializationIf for any reason, you lose power to the navigation system (like the battery was disconnected), the navigation system will require initialization. Once completed, your system will be ready to use.This initialization requires the following:•Entry of the 4-digit anti-theft security code to ‘‘unlock’’ the system.•GPS initialization (may not be needed depending on the length of time the system was without power).•Map matching to align the GPS coordinates to a place on the map.Entering the Security Code If the battery goes dead or is disconnected for any reason, you will have to enter a security code into the navigation system before you can use it again.When you purchased the vehicle, you should have received two cards that have the audio and navigation system’s security codes and serial numbers.Keep these cards in a safe place in case you need the codes. If you lose the cards, you must obtain the securitycodes from your dealer.Enter the four-digit navigation system security code, then select Done . If you have entered it correctly, the display changes to the Disclaimer screen. You have ten chances to enter the correct code. If all ten are incorrect, turn the ignition to OFF, then back to ON (II) to have ten more chances to enter the correct code.Follow the instructions in the vehicle owner’s manual to enter the audio code.The navigation voice will not operate if the audio code is not entered.NOTE: The anti-theft security code is unrelated to your optional Navigation system PIN (for Personal or HomeAddress).Navigation System 92System Initialization GPS Initialization Depending on the length of time the battery was disconnected, your system may require GPS initialization. If itdoes, the following screen appears:If this procedure is not necessary the system proceeds directly to the Disclaimer screen (see page 16).During initialization, the system searches for all available GPS satellites,and obtains their orbital information.During this procedure the vehicle should be out in the open with a clear view of the sky.If the navigation system finds the satellites properly, this box clears, and changes to the Disclaimer screen. If within ten minutes the system fails to locate a sufficient number of satellites to locate your position, the following screen appears:Navigation system is unable to acquire a proper GPS signal.- Move vehicle to another location - Turn the ignition switch off- Disconnect the battery for 30 minutes to clear the GPS receiver’s memory- Reconnect the battery and followthe screen prompts After 30 minutes with this screen displayed, turn off the engine and restart the car. If you now see the Disclaimer screen, the GPS initialization is complete. The green GPS icon should appear in the upper left corner of the screen.NOTE:•The average acquiring time is less than 10 minutes, but it can take as long as 45 minutes.•If the system is still unable to acquire a signal, follow the instructions on the screen, or contact your local dealer for assistance.Map Matching This part of the initialization matchesthe GPS coordinates found above with a road on the map screen. To perform this part of the procedure, ensure that the navigation system is displaying a map, and drive the vehicle on a mapped road (a road shown on the map screen).Do not enter a destination at this time.When the name of the current road you are driving on appears at the bottom of the screen, the entire procedure is complete. Your system is now ready to use.。

Software GPS的原理与应用

Software GPS的原理与应用

Software GPS的原理与应用Richard; Wang【期刊名称】《《电子与电脑》》【年(卷),期】2006(000)004【摘要】全球卫星定位系统发展至今己有20余年的历史.其应用主要都是基于一个完整的、独立的系统方案,主要架构不外乎:天线、射频前端、基带处理器、中央处理单元.内存单元.晶振等,所设计出的产品多为航天用、船用及车用导航设备.由于尺寸、功耗,成本及接收敏感度等种种考虑而难以与其它个人消费类产品结合(如个人移动电话)。

本文将介绍最新的技术架构,让设计人员可以仅使用射频前端芯片及相应的软件.并能与移动设备相结合的软件卫星定位方案。

【总页数】4页(P89-92)【作者】Richard; Wang【作者单位】RF Micro Devices大中华区【正文语种】中文【中图分类】TN96【相关文献】1.Improved Circular Correlation Methods for Acquisition in Software GPS Receiver [J], Vandana Patel;Pankaj Shukla;Mithilesh Kumar2.GPS接收机12通道相关器GP2021的原理与应用 [J], 赵梦;张颖光3.NewStar150GPS原理实验平台在《GPS原理与应用》教学中的应用 [J], 袁德宝;崔希民;彭小沾;裴婧晶4.Software GPS的原理与应用 [J], Richard; Wang5.The Analysis of Scientific and Commercial Softwares Accuracy in GPS Observation Processing [J], Morteza Hamidi;Peyman Javadi因版权原因,仅展示原文概要,查看原文内容请购买。

导航专业术语

导航专业术语

导航专业术语GPS常用专业术语2008年03月05日星期三20:392D Mode 2D导航模式由至少3颗可见的卫星订出水平方向的二维坐标系。

3D Mode 3D导航模式由4颗以上之卫星订出所做位置的三维坐标。

Acquisition Time第一次定位时间GPS接收器接收卫星讯号以决定初始位置所花的时间,一般而言4颗卫星可决定3D位置,3个卫星可决定2D位置。

Active Leg目前航段目前的所纪录的路径。

Almanac Data卫星星历由GPS卫星所发出之资料,包含每一卫星轨道位置、群集等信息。

星历可增进GPS接收器搜寻卫星的速度。

Anti-Spoofing反编码由于美国国防部为避免P-电码被接收应用,故将P-电码调制部份错误之讯息广播,而避开接收到此错误讯息的动作,称为反编码。

Atomic Clock原子钟使用铯元素或铷元素制作之精准时钟,估计每一百万年仅有一秒之误差。

Azimuth方位角地表某一点与地球球心之夹角。

也称做相对方位。

Beacon信标台为提升GPS的定位精度,所设立的非指向性广播电台,用以广播站台所在地之GPS虚拟距离校正资料,附近的一般GPS接收机,若能接收及应用此资料,即能提高该接收机的定位精度。

Bearing相对方位从某一位置点到终点的罗盘指示方向,也可称之为方位角。

Coarse Acquisition Code (C/A Code) C/A电码一个开放给民间使用的GPS卫星传送标准定位信号,它包含有GPS接收机用来确定其定位与时间方面的讯息,精确度在100公尺左右。

Cold Start冷开机开机后GPS接收器需执行一连串如下载星历等的初始化动作,也称为初始值。

Control Segment地面控制站部份这是为了追踪及控制卫星运转,所设置的地面管制站,主要工作为负责修正与维护每个卫星能保持正常运转的各项参数资料,以确保每个卫星都能提供正确的讯息给使用者接收机来接收。

Coordinate坐标显示格式一套以数字来描述您在地球上所在位置的显示方法。

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THE GPS CODE SOFTWARE RECEIVER AT AALBORG UNIVERSITYNicolaj Bertelsen,Kai Borre,Peter RinderDanish GPS Center,Aalborg UniversityNiels Jernes Vej14,DK-9220AalborgØ,Denmark{nb,borre,rinder}@gps.aau.dkINTRODUCTIONIn the early spring of2004,the development of a fully-functional GPS software receiver was initiated at Aalborg Univer-sity.This development started as a student project/Master thesis.The result from this project was a complete L1software receiver implemented in MATLAB capable of computing positions accurate to about10meters.Based on these results,it was decided to continue the software receiver development.The development of a software receiver contains enormous perspective regarding numerous different areas and appli-cations.First of all,the development establishes an in-depth knowledge of the GPS signal structure and signal processing algorithms.Second,by definition the software receiver is already prepared to be customized to future changes in the GPS signal structure and more important by the future European positioning system GALILEO.Finally,the possibility of supplying a test-bed to the development of receiver algorithms with focus on multi-path mitigation is very interesting.In general we refer to Dennis Akos[1]regarding software receivers and to Strang and Borre[4]regarding position computations.RECEIVER OVERVIEWThe software receiver follows the most commonly used GPS receiver structure.This structure that can be seen in Fig.1is divided into an analog part and a digital part.The digital part contains a GPS antenna,an RF front-end,and an A/D converter.The digital part contains N receiver channels and a position computation block.The position computation block can be replaced by any other user algorithm block if an output different than the receiver position is needed.EMPLOYED HARDWAREAs seen in the previous section,the GPS software receiver is not only based on software being executed on a multi-purpose processor.As any other GPS receiver,this receiver also needs an antenna.Even though the removal of interfering signals could be performed on digital signals,it was decided that this should be done on analog signals.An RF front-end mainly handles thefiltering,but additionally down-converts the signal to an intermediate frequency(IF).This is done to lower the needed sampling frequency used in the A/D conversion.Initially,the design of an antenna and RF front-end was not part of the development project at Aalborg University.As a result,a GPS antenna and a ready-made front-end was acquired from the company Simrad that develops marine electronics.The front-end involves a two-step down-conversion of the L1GPS signal to an IF of3.563MHz.In addition to the IF signal,the front-end supplies a local oscillator(LO)signal of11.999MHz as an output.The design of the front-end suggests that this LO signal is used as sampling clock signal to avoid possible phase jitter between the LO used for down-conversion and an internal sampling clock signal.Based on the suggestions from the front-end designers,the demands for the A/D converter included the possibility of supplying an external sampling clock.Peripheral Component Interconnect(PCI)was chosen as the interface standard between front-end and computer.This was chosen based on high availability and a fairly simple programming interface.Fig.1:GPS software receiver overviewThe chosen A/D converter is an ICS-652,which is a2channel,65MHz,14-bit data acquisition card designed to be used in software receiver applications.The computer used for the software receiver is a Fujitsu-Siemens Scaleo with a Pentium42.8GHz processor with 1GB RAM.The computer is running Windows XP Professional and MATLAB7.0(R14).ACQUISITIONDuring the software receiver development,three different methods of acquisition were implemented and tested for their properties regarding computation speed and robustness.The three methods counted Serial search acquisition,Parallel frequency space search acquisition,and Parallel code phase search acquisition.The latter method was chosen based on its superior computation speed resulting from the parallelism of the algorithm.The parallelism of the algorithm makes the two-dimensional search from the well-known serial search acquisition method unnecessary.The parallel code phase search acquisition method parallelizes the code phase dimension,thus eliminating the need for performing an exhaustive search in this dimension.The block diagram that describes the parallel code phase search acquisition algorithm is seen in Fig.2.The theory of the parallel code phase search acquisition method is based on the theory on circular correlation as de-scribed in[3].The discrete Fourier transform(DFT)of afinite length sequence x(n)with length N is calculated asX(k)=N−1n=0x(n)e−j2πkn/N.(1)The cross-correlation between twofinite length sequences x(n)and y(n)both with length N is calculated asz(n)=N−1m=0x(m)y(n+m).(2)In(2)we omit a possible scaling factor.The combination of(1)and(2)gives the DFT of the cross-correlation between x and yZ(k)=N−1n=0N−1m=0x(m)y(n+m)e−j2πkn/N(3)=N−1m=0x(m)e j2πkm/NN−1n=0y(n+m)e−j2πk(n+m)/N(4)=X∗(k)Y(k)(5) where∗denotes complex conjugation.IncomingsignalFig.2:Structure of the parallel code phase search acquisition methodFig.3:Results from parallel code phase search acquisition of satellite not visible to the receiver and satellite visible to the receiver,respectivelyFrom (5)it is seen that the DFT of the cross-correlation between sequences x and y can be calculated as the multi-plication of the frequency domain representations of the two sequences X and Y where one of the sequences is complex conjugated.The desired time-domain cross-correlation is found as the inverse Fourier transform of the result of the multiplication.As indicated,the parallel code phase search acquisition performs circular correlation between the incoming signal and a local code.However,this does not influence the need of searching through possible carrier frequencies.That is,the circular correlation must be performed for all possible carrier frequencies.The search frequencies lie within the interval ±10kHz to take the maximum possible Doppler shift into account,in case of a very fast moving receiver.The searched Doppler frequency bins are chosen to be 500Hz which turned out to be a good compromise between frequency error and computational demands.The Doppler frequency bins are each of 500Hz so the maximum frequency error is ±250Hz which the initial settings of the carrier tracking loop must be able to handle.The parallel code phase search acquisition supplies a code phase with sampling time precision which is very important.The serial search acquisition method normally searches with 1/1chip or 1/2chip precision (≈1µs,≈0.5µs).The sampling precision of the code phase is estimated with e.g.0.1µs in case of 10MHz sampling.That is,the acquisition supplies a very accurate code phase.An example of the output from the implemented acquisition algorithm is seen in Fig.3where the left figure shows the output in case the algorithm searches for a satellite currently not visible to the receiver,and the right shows the output in case the algorithm searches for a satellite that is currently visible.CODE TRACKINGThe code tracking block of the software receiver is implemented using the method of Early-Late code tracking,that involves correlation with three different generated codes known as the early (E),the prompt (P),and the late (L)codes.The code tracking block demands a carrier input to remove the carrier component from the signal before performing the correlation.The carrier input to the code tracking block is supplied by the carrier tracking block.To add robustness to the code tracking block,it is designed to track the code on both an I and a Q component of the signal.The implemented code tracking loop is seen in Fig.4.In the initial state of the carrier tracking loop the carrier phase of the signal is unknown.In that case,the energy from the correlations might as well be located in the Q branch correlators as in the I branch correlators.When the carrier tracking loop has tracked the carrier phase successfully,most of the energy is located in the I branch correlators.This property makes the code tracking faster as it can track the code independently of the carrier phase.Additionally,it supplies better conditions to the carrier tracking loop with a faster solution of the code phase.The output from the six correlators are combined to provide an input to the code generator so the code phase of the generated PRN code will be properly adjusted.The input to the code generator is computed through a tracking loop discriminator.The used discriminator is referred to as the normalized early minus late power discriminator and isIncoming signalI EI PI LQ LQ PQ EFig.4:I and Q code tracking loop with six correlatorscalculated asD =(I 2E +Q 2E )−(I 2L +Q 2L )(I 2E +Q 2E )+(I 2L +Q 2L).(6)The normalized early minus late power discriminator is chosen because it makes the code tracking loop independent ofthe carrier tracking loop as it estimates correlation in both the I and the Q branch of the code tracking loop [6].CARRIER TRACKINGThe carrier tracking block of the software receiver is implemented as a Costas Phase Lock Loop (PLL).A PLL measures the carrier phase error and adjusts the frequency of the local oscillator based on that pared to Frequency Lock Loops (FLL)and other PLL’s,the Costas PLL is capable of tracking the phase of the signal even with recurrent phase changes of 180◦.In GPS,this property is especially useful as the navigation data bits involves such phase changes in the signal.That is,a Costas PLL is insensitive to navigation bit transitions [6].The Costas loop containing a carrier loop discriminator,a carrier loop filter,and anumerically controlled oscillator (NCO)can be seen in Fig.5.The loop discriminator is implemented as an arctangent discriminator because of its high accuracy and insensitivity towards navigation bit transitions [5].The arctangent discriminator output is calculated asφ=tan −1 Qk I k (7)where Q k and I k are the outputs from the low-pass filters in the I and Q branches for satellite number k .Incoming signalFig.5:Costas loop used for carrier phase trackingFig.6:Linearized digital second order PLL modelThe implemented PLL is a second order system containing afirst-orderfilter and an NCO.A linearized model for a digital second order PLL is shown in Fig.6.The discriminator gain is denoted K d,the loopfilter transfer function is denoted F(z),and the NCO transfer function is denoted N(z).Transfer functions for the loopfilter and NCO are defined asF(z)=(C1+C2)−C1z−11−z−1(8)N(z)=K o z−11−z−1.(9)Based on the transfer function in(8),a block diagram showing the structure of the loopfilter is shown in Fig.7.The connection between an analog and the digital PLL transfer function is described in[2]which supplies the resulting digital PLL transfer functionH(z)=K o K d(C1+C2)z−1−K o K d C1z−21+(K o K d(C1+C2)−2)z−1+(1−K o K d C1)z−2(10)where the connection between the constants C1and C2and the corresponding analog PLL transfer function constants is given asC1=1K o K d8ζωn T4+4ζωn T+(ωn T)2(11)C2=1K o K d4(ωn T)24+4ζωn T+(ωn T)2(12)where K o K d is the loop gain,ζis the damping factor,ωn is the natural frequency,and T is the sampling time.The pull-in sequence with three different frequency offsets is shown in Fig.8COMBINED CODE AND CARRIER TRACKINGThe code and carrier tracking loops are working coherently being mutually dependent on each other.So instead of dividing these two functionalities into two different blocks they are merged into a combined code and carrier tracking loop.This does not simplify the algorithm structure but it makes some computational improvements possible.The improvement is based on the similar elements in the two algorithms.This includes multiplication of the incoming signal with a local carrier signal,multiply the incoming signal with a local PRN code,andfinally low-passfilter the result to obtain an I and a Q.IncomingsignalFig.7:Second order PLLfilterTime (ms)F r e q u e n c y o f f s e t (H z )Fig.8:PLL pull-in sequenceThe complete combined code and carrier tracking block can be seen in Fig.9:The common I and Q are the outputs from the correlation with the prompt code in the code tracking loop.It is used as input to the code loop discriminator in combination with the results from correlation with early and late codes.But it is also used as input to the carrier loop discriminator.In this way,the three multiplications in the ordinary carrier tracking loop are eliminated.TEST RESULTSThe first system test should examine how the system would react on missing sequences in the signal.This could for instance occur if the receiver was located on a moving vehicle and some object obstructed the line-of-sight between antenna and satellite.The focus on the test is especially the tracking loops that must be able to track the satellite after the signal has been reestablished.The test is performed on a sequence of real sampled data with extreme additive noise for 100ms.The result from the carrier tracking loop can be seen in Fig.10.As seen in the figure,the phase and the frequency are stabilizing shortly after the signal reappears.Incoming signalFig.9:The complete combined code-and carrier tracking loopsTime (ms)P h a s e e r r o r (d e g r e e s )Time (ms)F r e q u e n c y o f f s e t (H z )Fig.10:The response of the phase lock loop.Left:The phase error between the input carrier and the local carrier.Right:The frequency offset of the carrier compared to the acquired frequencyAn important output from the tracking block is the navigation data bits.The data bits during the same time interval is shown in Fig.11.The second test investigates the position accuracy of the software receiver.Obviously,this test demonstrates all im-plemented algorithms working together.The test is run on a 30s sequence that includes one complete frame of navigation data and thus all transmitted ephemerides.This information makes it possible to compute satellite positions and pseudo-ranges that are needed in the position computations.The result from the position computation test is seen in Fig.12.As seen in the figure,the position computations have an accuracy of approximately 10m.CONCLUSIONSA single frequency C/A code software receiver that runs in MATLAB on a common PC has been implemented and tested.The employed hardware includes a Simrad antenna and front-end,an ICS data acquisition card,and a Pentium 4PC.The software receiver algorithms were implemented in MATLAB.The receiver algorithms include GPS signal acquisition,code tracking,carrier tracking,and additional algorithms needed to supply a receiver position once every millisecond.The implemented software receiver has been tested regarding temporary signal interference and position accuracy.Even though it was not possible to make the receiver run completely in real-time due to problems with real-time import of data from the data acquisition card into MATLAB,algorithm improvements have increased the computational speed and thus making the software receiver capable of running in real-time.Fig.11:The demodulated navigation bits from the tracking block510152025303540455005101520253035404550Calculated positionsMean of calculated positions AntennaREFERENCES[1]D.M.Akos.A Software Radio Approach to Global Navigation Satellite System Receiver Design .Ph.D.dissertation,Ohio University,1997.[2]B-Y .Chung,C.Chien,H.Samueli,and R.Jain.Performance analysis of an all-digital BPSK direct-sequence spread-spectrum IF receiver architecture.IEEE Journal on Selected Areas in Communications ,11:1096–1107,1993.[3]A.Oppenheim and R.Schäfer.Discrete-Time Signal Processing .Prentice-Hall,second edition,1999.[4]G.Strang and K.Borre.Linear Algebra,Geodesy,and GPS .Wellesley-Cambridge Press,1997.[5]A.J.Van Dierendonck.GPS receivers.In Bradford W.Parkinson and James J.Spilker,Jr.,editors,Global PositioningSystem:Theory and Applications ,number 163in Progress In Astronautics and Aeronautics,chapter 8.American Institute of Aeronautics and Astronautics,Inc.,Washington,DC,1996.[6]P.Ward.Satellite signal acquisition and tracking.In Elliot D.Kaplan,editor,Understanding GPS Principles andApplications ,chapter 5.Artech House Publishers,1996.。

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