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[论文]GPS-RTK在黄河河道断面测量中的初探
作者:成都新瑞  来源:临沂市国土资源局测绘院  浏览:1649次  更新:2009/10/26 15:24:49

作者:杨嘉伟 张玲霞

概述
黄河是我国第二大河,他的意义十分的重要,同样他的危害两千年来也是让人甚是担心,所以对于黄河我国每年都要投入巨资进行治理;然而黄河周边环境的迅速变化是我们的投入在不断地加大,怎么样才能使我们的跟踪监测在水利工程的管理和建设中起到实时作用已成为我们当前最紧迫的问题。水利勘测是一样很重要而且也很严密的任务,他所得出的数据的准确性和正确性将直接影响到整个工程的各项指标。通常我们为了计算出河道的泄洪和疏浚能力,需要对河道的纵横断面进行测量,以得出我们所需要的可靠性数据。对于常规的河道断面测量我们通常采用交会法、视距法以及斜距法等测量,水深测量方式主要是测深杆法、超声波回声探测法等等,但随着科技的发展GPS-RTK技术的不断成熟,以及黄河水面及周边环境的不断变化,常规方法已不能完全满足我们对黄河实时信息的需求,这就促使我们要不断的探索新的方法,利用现有技术力量和设备,去寻求更大的突破。GPS-RTK对我们来说已经不是一个陌生的概念了,利用RTK技术和数字式探测仪对河道断面以及水深进行测量不失为一种好的尝试。

RTK的技术构成
RTK技术之所以推广如此之快主要还是其在技术和精度方面所体现的是其他技术所不能比拟,其动态实时迅速的测量方法更使得其他技术望尘莫及。RTK(Real Time Kinematic)定位即基于载波相位进行实时差分结算的一项技术,它需要在较短的时间内解算出整周模糊度得值,动态中解算整周模糊度的常用方法有两种:模糊度函数法、最小二乘搜索法,其计算精度可达到厘米级。使用RTK可以同时使用两台以上GPS接收机进行测量,通常有一台GPS接收机架设在已知的控制点上,我梦通常称为基准站;另外几台作为流动站对地形进行实时的测量。基准站和流动站都是对一组卫星进行观测,基准站将观测到的数据通过数据连传送到流动站,流动站将该数据与本身观测到的数据进行差分解算,从而得到流动站和基准站之间的具有较高精度的相对位置,最终将解算出的流动站的三维数据存储并传输出来即完成了动态观测。
利用RTK进行动态实时测量的时候要注意以下几点问题:
1首先是将基准站架设在一个开阔的地方,避免有障碍物遮挡卫星信号,这样可以使其总是能很快固定,保持稳定基准站上方有稳定的星数量在工作。其次是要充分考虑周围是否有电磁干扰,基准站在和流动站之间进行差分定位解算的时候通常使用的是无线电信号,如果周围有枪电磁场必定会导致数据信号传输的稳定性,因此会使我们的工作效率大大的降低,RTK的优势也就无从发挥了,所以高压线、水面、无线电发射塔、大功率电机周围都不适宜架设GPS基准站。
2对GPS手簿中的参数进行设置,其中包括参考托球、所采用的坐标系、中央子午线、投影模型以及已知点数据、无线电频率等等,要对你所采用的系统和所要进行的任务有充分的了解,只有这样在进行测量的过程中才能保证整个系统正常的工作。
3严格来说RTK数据也是需要进行校验的,不过一套稳定的GPS系统通常都会很稳定的,推荐大家使用Trimble GPS,不过此项也可以在数据输出的时候对原始数据进行检验。

RTK在黄河河道断面测量中的应用
由于黄河河边比较宽广而且周围地质比较复杂,所以我们选择在河道两岸布设一定数量的四等GPS静态控制点,所有的GPS控制点的选址都要符合RTK测量时基准站的选者要求,远离干扰。同时四等GPS控制点高程我们采用几何水准测量,这样便于我们直接利用基准站数据,减少不必要的麻烦。我们首先利用手上现有地形图对黄河干流进行断面位置的初步设计,然后到实地踏勘选埋标石,每天断面布设两个断面基点,分别不设在黄河大堤的两端,然后完成基点的平面坐标以及高程的测量。将每个断面的两个基点的三维坐标输入计算机,在专业软件的帮助下完成断面航线的定向工作,每个断面布一条航线。
在外也采集数据时一定要保证流动站和数字测深仪在同一平面坐标内,这样才能保证所采集的三维坐标不变形,同时对于采样间隔也一定要保持同步。采集的过程中要进行实时监控抽样校验,以保证数据的准确性和正确性。最后将最终采集的数据输入计算机进行数据处理,处理时要充分考虑水深、水流速度以及水中悬浮物等客观不可避免的因素。通常数据的突然性跳跃我们是可以分析出来的,只要我们认真地分析每一个断面,我们就可以剔除大部分伪数据。但是对于多处出现伪数据的现象的航段我们门要进行严格的分析,必要时要及时的补测。待所有数据通过校验后,将最终数据利用专业成图软件形成比较形象的数据,即我们所看到的成果——断面图,并将其作为最终成果提供给需求方。
小结
通过RTK技术在黄河断面测量工程中的实践,探讨了RTK测量的技术特点,对于黄河河道的断面测量我们采用RTK和数字测深仪应当说比较成功,无论是在数据的精度上还是在其时效性上都是一种非常适合的,尽管RTK进行测量有时候会出现不稳定的情况,但是只要我们注意保证RTK在一个良好的环境中工作,相信就会避免的。



参考文献:
DGPS RTK技术在河道测量中的应用 周丰年 现代测绘
载波相位差分技术在河道断面测量中的应用 刘彦祥 水道港口
GPS RTK定位技术在黄河河道测量中的应用 刘郑锡 山东水利

 

 

 

Overview
The Yellow River is China's second largest river in the meaning of his very important, the same harm his people two thousand years is very worried, which is why the Yellow River in China every year, invested heavily to govern; however, rapid changes in the surrounding environment of the Yellow River is that we input is constantly increasing, how can we track and monitor the water conservancy project management and construction play a real role has become our most pressing problems. Water survey is the same as a very important task, but also very strict, he derived the accuracy and correctness of the data will have a direct impact on the targets of the whole project. Usually we order to calculate the flood discharge and dredging out the river channel capacity, the need for vertical and horizontal cross-section of the river measured to arrive at the reliability of the data we need. For the conventional channel cross-section measurements we often use intersection, sight distance law and the law slant range measurement, depth measurement is mainly sounding rod method, ultrasonic echo detection method, etc., but with the development of technology GPS-RTK technology continues to mature, and the Huanghe River water and the surrounding environment, the changing, conventional methods can not fully meet our demand for real-time information on the Yellow River, which prompts us to continuously explore new ways to use existing technology and equipment to search for more big breakthrough. GPS-RTK for us, no longer an alien concept, and the use of RTK technology and digital detector and the depth of the river cross-section measurement is regarded as a good attempt.

RTK technology constitutes a
RTK technology, the main reason for the promotion so fast, or its technical and precision is reflected in other technologies can not match its dynamic real-time measurement method is more rapid technological catch up to other makes. RTK (Real Time Kinematic) positioning which is based on real-time carrier phase differential settlement of a technology, it needs to solution in a shorter period of time was calculated ambiguity values, the dynamics solver Ambiguity There are two common methods Species: ambiguity function method, least-squares search method, which can achieve centimeter-level accuracy. Use of RTK can be used simultaneously to measure two or more GPS receivers usually have a GPS receiver mounted on a known control point, I dream often referred to as base stations; In addition several of the terrain in real time as a mobile station measurements. Base stations and mobile stations are a group of satellite observations, the base station will observe the data connected by data sent to the mobile stations, mobile stations that the observed data and the data itself is bad decomposition operator, which are mobile stations, and between the base station with high precision relative position of the mobile station will eventually calculate the solution of the three-dimensional data storage and transfer them to complete the dynamic observation.
The use of RTK for dynamic real-time measurement time to note the following issues:
A first base station will be set up in an open place, to avoid any obstructions blocking the satellite signal, so that it always can be quickly fixed, stable reference station at the top of the number of stable star at work. The second is to give full consideration to whether the surrounding electromagnetic interference, the base stand and the difference between the targeted mobile station when the Solution is the commonly used radio signals, if the electromagnetic field around the gun will lead to the stability of the data signal transmission, and therefore make our work efficiency has been greatly reduced, RTK there can be no advantage of playing, so power lines, water, radio transmission towers, high-power motors are not suitable for erecting around the GPS base station.
2 pairs of GPS hand-book set of parameters, including a reference to prop up the ball, using the coordinate system, the central meridian, projection models, and a known point data, radio frequency, etc., should be used on your system and to be carried out by full understanding of the task, the only way the process of conducting the tests, in order to ensure that the entire system to work properly.
3 Strictly speaking, RTK is also a need to verify the data, but a stable set of GPS systems are usually very stable, we recommend the use of Trimble GPS, but the data output can also be a time when the raw data for testing.

RTK in the Yellow River section measurement
As the Yellow River and is surrounded by a wider complex geological conditions, so we choose to cross the river laid a number of fourth-grade GPS static control points, all of the GPS control points of the site must comply with the RTK base station measurements election so request, the away from interference. The same time, four control points such as GPS elevation measurements we use the standard geometry, so for us to directly use the base station data, to reduce unnecessary trouble. We first use of the hands of the existing topographic map of the location of the Yellow River to the preliminary design section, and then buried in the ground reconnaissance election marked stone, laid two sections a day cross-section basis points, respectively, are not located in the two ends of the Yellow River levee, and then complete the point plane coordinates, and elevation measurements. 2 basis points for each cross-section of the three-dimensional coordinates entered into the computer, in the professional software to complete the section of route with the help of the orientation of work, each section of cloth route.
Outside the data collection must also ensure that mobile stations and digital depth sounder in the same plane coordinates, so that collected in order to ensure that no deformation of the three-dimensional coordinates, while for the sampling interval is also necessary to keep pace. Acquisition process, we need real-time monitoring of sample verification to ensure data accuracy and correctness. Finally, the ultimate collection of data entered into a computer for data processing, processing should take full account of water depth, flow speed and suspended solids in water such objective unavoidable factors. Usually sudden jumps of data we can analyze ourselves, if we carefully analyze each and every section, we can remove most of the pseudo-data. However, the data for the various phenomena of false-leg we have the door to conduct a rigorous analysis, if necessary, we will provide timely tested additionally. When all the data through validation, it will use the final data mapping software to establish a more professional image of the data that we have seen the results - cross-section diagram, and as a final product available to the demand side.
Summary
RTK technology through cross-section of the Yellow River in the practice of Surveying Engineering, discusses the technical features of RTK measurement, for measuring cross-section of the Yellow River and digital sounder RTK we use should be said that relatively successful, both in the accuracy of the data or on its aging Upper is a very suitable, although sometimes RTK measurements unstable situation, but as long as we care to ensure that RTK in a good work environment, I believe that would be avoided.



References:
DGPS RTK technology in the channel measurement ZHOU Feng-nian of modern surveying and mapping
RTK technology in the river cross-section measurement Liu Yanxiang waterway port
GPS RTK positioning technology in the measurement of the Yellow River in Shandong Water Conservancy LIU ZHENG
 
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