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Next, the Tyler frequency is determined by which the tilt cut-off residual error of a diffraction angle is applied.

然后以一个衍射角为截止均方根残差,根据实际测得的湍流功率谱确定Tyler频率。

In the western mining areas, when from adjustment to restriction adjustment, the original national control points are of low grade, or the points are destroyed and the surface movement is out of shape. thus, there are few control points and the reference frame conversion is a big problem in the western high elevation areas. As a result, this thesis makes a reparable design in accordance with the key problems of holing through survey.

本文就利用GPS技术测设地面近井点的网形布设、观测方法、数据处理作了相应阐述;并对由无约束平差到约束平差时,西部地区可能遇到在矿区分布的原有国家控制点往往只有低等级点,或点位遭破坏、地表移动变形等可能使可用控制点很少的情况、以及西部高海拔地区坐标系统变换问题,提出了针对贯通测量的关键问题应对方案。

In order to improve ability of anti-jamming, nowadays output of many measure-control systems' sensor is three thready difference signal and differ voltage range. Commonly, this signal is transacted by complex circuit , then it is collected. In this way, hardware cost of system is increased and precision of system is reduced.

现在很多测控系统为了提高抗干扰的能力,传感器输出信号多为3线制的差分信号,而且电压范围也不同,通常采用的方法是把差分信号通过复杂电路进行处理后再进行数据采集,这样不仅增加了硬件成本,还使系统的精度降低。

The negative feedback method of reference light stabilized the gleamy intension of lamp-house,and thus eliminated excursion and improved measure precision.

基于光电转换原理,采用分光技术产生正比于被测细丝直径的差动电压,将差动电压放大并测量即可测出细丝直径;采用参考光负反馈法稳定光源的发光强度,从而消除漂移,提高测量精度。

And then TP and ALB of specimens was test with duplicate determination for a month (22 working days), the difference between the two test result was described on the extreme difference quality control chart.

再连续1个月(22个工作日)进行患者标本TP、ALB双份测定,把每天2次测得结果的差值描到极差型质控图上。

The SIMPLE method is applied in the calculations of Reynolds averaged flow equation and к-εturbulence equation. By using DPIV system and pressure difference gauge, the detail measurement of water flow in the horizontal plane of fork tube is made.

计算中选择SIMPLE方法求解三维雷诺平均方程和k-ε两方程湍流模型,实验采用数字图像测速系统和在试验段前后断面上安装液体差压计对三岔管中心的水平面内的压强差进行测量。

In order to get the rotating angle of the quarter-wave plate in solution 2, the phase difference caused by the plane mirror is accurately obtained by experiment.The technology of rotating mirror beam coupling and splitting is also studied.

闭环后,偏振耦合分光系统工作稳定,且对返回信标光的平均接收效率高于90%;为了准确计算方案2中波片旋转的角度,提出了一套测量相位延迟差的实验方法,较精确的获得了被测系统的相位延迟差。

In this study, six campaigns around Anping tide gauge, Tainan, were successfully performed and the collected GPS buoy data were processed with four types of precise ephemeris provided by IGS, including final product, rapid product, ultra-rapid product and ultra-rapid product with the use of PPP technique. Comparing the PPP results with DGPS, the differences reach 3~5 cm in the horizontal and 10 cm in the vertical with final product; 6~8 cm in the horizontal and 15 cm in the vertical with rapid product; 15~20 cm in the horizontal and 30~40 cm in the vertical with ultra-rapid product; 2~3 m in the horizontal and 3~4 m in the vertical with ultra-rapid product. In addition, the collected data were also processed by DGPS techniques using different reference stations to analyze the effect of various baselines. The results show that accuracy degrades when the baselines increase.

本研究在台南安平潮位站旁进行6次GPS浮标施测,首先利用与GPS浮标距离不同之GPS参考主站来进行差分定位,分析基线距离对GPS浮标定位成果的影响,由实验结果可得出基线越长则定位准确度越低;再以IGS提供之最终产品、快速产品、超快速产品(Ultra-Rapid product)之观测部分observed half、超快速产品(Ultra-Rapid product)之预估部分四种不同发布延迟时间的精密星历与精密时表改正资料对GPS浮标进行精密单点定位解算,与传统差分相对定位方法定位结果进行比较后,得出使用最终产品之平面方向均方根误差(Root Mean Square Error, RMSE)可达3~5公分,而高程方向均方根误差可达10公分;快速产品之平面方向均方根误差可达6~8公分,而高程方向均方根误差可达15公分;超快速产品观测部分之平面方向均方根误差可达15~20公分,而高程方向均方根误差可达30~40公分;超快速产品预估部分之平面方向均方根误差可达2~3公尺,而高程方向均方根误差可达3~4公尺。

The proposed receiver-based PLC method detects the pitch lengths of the waveform in the two sides, determines the number of pitch cycles and pitch lenghts to be placed into the lost packet, and interpolates the pitch waveforms from the two sides to synthesize pitch waveforms. This method is called Time-Proportion Based Pitch-Waveform Interpolation. When compared with other waveform reconstruction methods, e.g.

本论文提出的接收端补偿方法,首先会去侦测遗失封包的前一个与后一个封包内的基周长度,接著决定重建出的基周在遗失封包内需要布放的个数与个别长度,最后内差出各个基周的波形,此方法我们称之为时间比例式基周波形内差法。

Then, calculate the coordinates of point N by means of N_(12), N_(13) and N_(23) by using the square of the differences reciprocals.

测边交会确定点位速度快,特别用此文提出的简易平差法,用计算器可以在现场进行平差计算。

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