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[资料]野外数据采集及内业成图
作者:成都新瑞测绘  来源:新瑞测绘  浏览:3570次  更新:2009/10/10 10:42:09

一.野外数据采集中的“测算法”的基本思想是:在野外数据采集时,利用全站仪适当用极坐标法测定一些“基本碎部点”,再用半仪器法(只测方向)、勘丈法(只测距离)测定一部分碎部点的位置(坐标),最后充分利用直线、直角、平行、对称、全等等几何特征,在室内(或现场)计算出所有碎部点的坐标。也可以直接在测图软件的作图环境下绘出图形来。

二.极坐标法
极坐标法是测量碎部点最常用的方法。如下图所示,Z为测站点,O为定问点,P为待求点。在Z点安置好仪器,量取仪器高i;照准O点,读取定向点O的方向值L0,(常配置为零,以下设定向点的方向值为零),然后照准待求点P量取觇标高(镜高)读取方向值LP,再测出Z至P点间的距离(斜距)SZP和竖角α(全站仪大部分以天顶距T表示),T=900-α,则待定点坐标和高程可由下式求得:

式中:αZP=αZO-LP
三.欲测定一房角点,由于其附近(3m内)有障碍物,不能用极坐标法直接测定,可用什么方法测定?
根据照准偏心法的描述,可以应用该方法进行测定。即当待求点与测站点不通视或无法立镜时,可使用照准偏心法间接测定碎部点的点位,该法包括直线延长偏心法、方问延长偏心法和垂直偏心法。
四.全仪器法
(1)极坐标法
(2)照准偏心法
五.数据编码的概念:野外数据采集仅用全站仪或其它大地测量仪器测定碎部点的位置(坐标)是不能满足计算机自动成图要求的,还必须将地物点的连接关系和地物属性信息(地物类别等)记录下来。一般用按一定规则构成的符号串来表示地物属性和连接关系等信息,这种有一定规则的符号串称为数据编码。
数据编码的基本内容:地物要素编码(或称地物特征码、地物属性码、地物代码)、连接关系码(或连接点号、连接序号、连接线型)、面状地物填充码等。
地形编码设计应遵循的原则:(1) 符合国标图式分类,符合地形图绘图规则;(2) 简练,便于操作和记忆,比较符合测量员的习惯;(3) 便于计算机处理;(4) 便于GIS等软件的使用。
编码类型:目前,国内开发的测图软件已经很多,一般都是根据各自的需要、作业习惯、仪器设备及数据处理方法等设计自己的数据编码方案,还没有形成固定的标准。数据编码从结构和输入方法上区分,主要是有全要素编码、块结构编码、简编码和二维编码。
1、 全要素编码方案:全要素编码要求对每个碎部点都要进行详细的说明。全要素编码通常是由若干个十进制数组成。其中每一位数字都按层次分,都具有特定的含义。
如某一碎部点的编码为20101503,各位数字的含义如下:第一位数字(2)表示:地形要素分类;第二、第三位数字(01)表示:地形要素次分类;第四、第五、第六位数字(015)表示:类序号; 第七、第八位数字(03)表示:特征点序号。
2、 无记忆编码系统:在测图系统中,将每一个地物编码和它的图式符号及汉字说明都编写在一个图块里,形成一个图式符号编码表,存储在计算机内,只要按一个键,编码表就可以显示出来;用光笔或鼠标点中所要的符号,其编码将自动送人测量记录中,用户无需记忆编码,随时可以查
3、 块结构编码方案
4、无编码系统:外业不用编码,通过相应的符号图标或菜单逐级索引,由系统内部转换为编码。这种方法虽然不用记忆编码,但每次都去逐级搜索图标,菜单也太繁琐,此外,对数字测图作业员来讲,对编码没有概念,也不利于以后的处理。
5、二级编码方案
六.使用全站仪实施大比例尺野外数字测图,作业方式可区分为测记法和电子平板法。
七.简述测记法测定碎部点的操作过程。
    测记法测定碎部点的操作过程为: 
    (1)进入测区后,绘草图领镜(尺)员首先对测站周围的地形、地物分布情况大概看一遍,认清方向,及时按近似比例勾绘一份含主要地物、地貌的草图(若在放大的旧图上会更准确的标明),便于观测时在草图上标明所测碎部点的位置及点号。
    (2)仪器观测员指挥立镜员到事先选好的某已知点上准备立镜定向;自己快速架好仪器,连接电子手簿,量取仪器高;然后启动操作全站仪和电子手簿,选择测量状态,输入测站点号和定向点号、定向点起始方向值(一般把起始方向值置零)和仪器高;瞄准定向棱镜,定好方向后,锁定全站仪度盘,通知立镜者开始跑点。
    (3)立镜员在碎部点立棱镜后,观测员及时瞄准棱镜,用对讲机联系、确定镜高(一般设在一个固定的高度,如2.0m)及所立点的性质,输入镜高(镜高不变直接按回车键)、地物代码(无码作业时直接按回车键),确认准确照准棱镜后,再按电子手簿上的回车键,待电子手簿发出鸣响声,即说明测点数据已进入电子手簿。
八.测量的基本工作是测定点位传统方法是用仪器测得点的三维坐标,或者测量水平角、竖直角及距离来确定点位,然后绘图员按坐标(或角度与距离)将点展绘到图纸上。跑尺员根据实际地形向绘图员报告测的是什么点(如房角点),这个(房角)点应该与哪个(房角)点连接等等,绘图员则当场依据展绘的点位按图式符号将地物(房屋)描绘出来。就这样一点一点地测和绘,一幅地形图也就生成了。
 数字测图时必须采集测图信息,它包括点的定位信息、连接信息和属性信息进行数字测图时不仅要测定地形点的位置(坐标),还要知道是什么点,是道路还是房屋,当场记下该测点的编码和连接信息,显示成图时,利用测图系统中的图式符号库,只要知道编码,就可以知道从库中调出与该编码对应的图式符号成图。
九.简述电子平板野外数据采集方法
(1)利用计算机将测区的已知控制点及测站点的坐标传输到全站仪的内存中,或手工输入控制点及测站点的坐标到全站仪的内存中。
(2)在测站点上架好仪器,并把笔记本电脑或PDA与全站仪用相应的电缆连接好,开机后进入测图系统;设置全站仪的通讯参数;选定所使用的全站仪类型。分别在全站仪和笔记本电脑或PDA上完成测站、定向点的设置工作。
(3)全站仪照准碎部点,利用计算机控制全站仪的测角和测距,每测完一个点,屏幕上都会及时的展绘显示出来。
(4)根据被测点的类型,在测图系统上找到相应的操作,将被测点绘制出来,现场成图。
 

 

 

 

 

1. Field data collection in the "measured law" The basic idea is: in the field data collection, the use of total station with the polar coordinate determination of the appropriate number of "broken the Ministry of the basic points", and then semi-equipment Act (only measured direction) , Kan Zhang method (only measuring distance) measured as part of the Department of broken point position (coordinates), and finally take full advantage of a straight line, right angle, parallel, symmetry, geometry, etc. all in the house (or spot) to calculate all the broken point of the Ministry of coordinate. Can also be directly in the surveying and mapping software, mapping environment, draw the graph.

2. Polar coordinate method
Polar coordinate method is to measure the broken point of the most commonly used method of the Department. As shown below, Z is the measured sites, O asked for the fixed point, P for the question of point. A good placement in the Z-point apparatus, the amount of equipment to take high-i; awarded O points, reading the direction of orientation points, O, the value of L0, (often configured to zero, the following settings to point the direction of the value of zero), and then seek to be awarded Point P quantity take spy elevation (lens height) to read the direction of the value of LP, and then measure the Z to the P-point between the distance (slant range) SZP and the vertical angle α (a large majority of total stations, said T zenith distance), T = 900-α, is to be determined point coordinates and elevation can be obtained the following formula:


Where: αZP = αZO-LP
3. To determine an angle point, because of its vicinity (3m inside) has obstructions can not use the direct determination of polar coordinates, what methods can be measured?
Awarded eccentric method according to the description of the method can be applied to the determination. That is, when demand point and the measurement site, to be unreasonable or impossible, as the legislation mirrors, they can use the Indirect Determination of broken eccentric awarded points under the Ministry of the Act, including a straight-line extension of eccentric law, parties asked to extend the law and the vertical eccentric eccentric method.
4. All Instruments Act
(1) The polar coordinate method
(2) awarded eccentric method
5. Data coding concepts: field data collection only geodetic instruments total station or other measurement point broken the Ministry of the location (coordinates) is a computer automatically into the map can not meet the requirements must also be a connection point of the relationship between surface features and ground object attribute information (surface features type, etc.) recorded. Tends to be used according to certain rules constitute a string of symbols to represent features in the relationship between properties and connection information such as rules that have a certain string of symbols is called data encoding.
Data encoding basic elements: surface features elements of coding (or the signatures, said surface features, the feature attribute codes, the feature code), the connection between yards (or the connection point number, the connection number, connection linear), surface-like surface features Fill codes.
Topographic coding design should follow the principles of: (a) comply with State Plotting-style classification, in line with topographic maps mapping rules; (2) concise, easy to operate and memory, more in line with the habit of surveyors; (3) to facilitate computer processing; (4) GIS software such as ease of use.
Encoding type: At present, the domestic development of mapping software has been a lot are generally in accordance with their needs, work habits, equipment and data processing methods to design their own data coding scheme, have not formed a fixed standard. Data encoding and input methods from a structural distinction between the elements is mainly a full-coding, block-structured code, simple encoding and two-dimensional codes.
1, all elements of coding schemes: All elements of the Department of coding required for each broken point should be a detailed description. Total factor codes are usually composed by several decimal number. Each one figures are according to different levels, have a specific meaning.
If a broken encoding 20,101,503 Department of points, you figure the following meanings: the first number (2), said: topographical element classification; second and third digits (01), said: topographical element sub-categories; fourth, fifth and sixth digits (015), said: class number; seventh and eighth digits (03), said: feature point number.
2, no memory coding system: in surveying and mapping system, each of a feature-coding and its schematic symbols and instructions are prepared in a Chinese character tiles, the formation of a schematic symbol code table stored in the computer, if only the the press of a key, code table can be displayed; light pen or click of the mouse in the desired symbol, the encoding will automatically give as gifts survey record, users do not need memory encoding, you can always check
3, block structure coding scheme
4, non-coding system: external industry is not encoded by the corresponding symbol icon or menu one level index, from within the system is converted to code. This method though not necessarily to memory encoding, but each time go one level search icon in the menu too complicated, in addition, the digital mapping workers is concerned, the concept of coding is not detrimental to subsequent processing.
5, two coding schemes
6. The use of total station to carry out large-scale outdoor digital mapping, the operating mode can be divided into test notation and e-plate method.
7. Brief Determination of broken test in mind the Department of points operation.
     Determination of measurement in mind the Department of point of operation broken as follows:
     (1) into the test zone, painted sketches collar mirror (feet) stations around the first member of the terrain, the feature distribution is probably read, and a sense of direction, according to the approximate percentage of time a hook decorated with the major surface features, topography sketches (if the old map in the amplification would be more accurately identified), to facilitate observation measured in the sketch marked the location of the points of broken and dot.
     (2) Instrument observer member of the command mirrors legislation to pre-selected to prepare a known point on the mirror legislation orientation; own good fast-rack instrument, the connection of electronic hand-book, take the amount of equipment is high; and then start the operation of total stations and electronic hand - book, select the measurement of the state, enter the test site, number and orientation-point number, the starting point of the direction of orientation value (usually the initial direction with a value of zero) and equipment is high; aiming directional prism, will be a good direction, lock the total station dial, to inform those who began to run point of mirror legislation.
     (3) Legislative members of the broken mirror prism of the points of legislation, the observer in time aiming prism, using walkie-talkie link to determine the mirror height (usually located at a fixed height, such as 2.0m) and the legislative point of the nature of the input Mirror high (high mirror the same press enter key), the feature code (no code when operating directly on the Enter key) to confirm an accurate prism awarded later, then e-book on the enter key in hand, to be e-Hand Book issued ringing sound, it is clear measuring point data has entered the e-book in hand.
8. Measuring the basic work is to determine the point and the traditional method is to use instruments measured the three-dimensional coordinates of points, or measurement of horizontal angle, vertical angle and distance to determine the point position, and then draftsman by coordinates (or the angle and distance) will point plotting to the drawings. Run-foot member of the drawing according to the actual terrain to the inspector's report What is the point of measurement (such as angle points), the (angle) of what should be (angle) of connections, etc., draftsman is based on plotting the points on the spot position according to schematic symbols to surface features (Housing) portrayed. So bit by bit measurement and painted, thus generating a topographic map.
  Digital Mapping mapping information must be collected, which includes point location information, connectivity information and attribute information for digital mapping not only to determine when the topographic point position (coordinates), but also know what the point is that the road or housing, note the spot of the measuring point of coding and connection information, displayed as a diagram using the Mapping System schematic symbol library, as long as know the code, you can know from the library transferred out with the coded symbols corresponding to schema mapping .
9. Brief electronic flat-panel field data collection method
(1) the use of computer measurement areas of known control points and the measured coordinates of the site transferred to the total station's memory, or manual input control points and measuring the coordinates of the site to the total station's memory.
(2) a good test site, equipment shelves, and to a laptop or PDA and Total Station with the corresponding cable connection is good, boot entered the Surveying and Mapping System; setting up total stations of communication parameters; selected by the use of full stops instrument type. Respectively, total station and notebook computer or PDA to complete the station, directional point setup.
(3) The total station broken awarded the Department of points, the use of computer-controlled total station measuring angle and distance measurement, each measuring finished a point, the screen will prompt plotting displayed.
(4) According to the type of measured point, in the surveying and mapping system to find the appropriate action will be drawn out of the measured points, on-site mapping.

 
 
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