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1.
首先分析比对了已有的测波方法,阐述了将GPS单点测速应用到测波中的优点.然后讨论了基于多普勒频移的测速方法,并分析了各类误差对测速精度的影响.最后利用静态数据进行动态测速模拟试验和实测动态数据测速与RTK (Real Time Kinematic,实时动态测量系统)位置差分测速进行—致性检验.结果表明,使用静态数据采用...  相似文献   

2.
GPS测速精度分析与应用   总被引:1,自引:0,他引:1  
全球定位系统(GPS)技术的出现,为速度测量提供了新的手段。基于GPS测速的基本原理,采用单点定位模式、无线电信标/差分GPS模式和GPS RTK模式,研究了不同模式下速度测量的方法和精度概况,重点分析了GPS RTK模式下的测速精度,并对高精度速度测量应用提出了建议。  相似文献   

3.
关于多普勒海流剖面仪(ADCP)测速精度一直没有明确认识,基于差分ADCP底跟踪船速与差分GPS测量船速进行比较,统计分析了ADCP测速精度,并利用直线拟合的方法,给出了两种型号RDIADCP的测速误差。结果表明,不同航速下38kHzADCP测速精度较高,且不受船速影响;300kHzADCP底跟踪船速始终大于GPS船速,误差随船速呈线性增加。  相似文献   

4.
针对岛礁周围海洋环境测量的位置保障需求,以具备NavCom的StarFire差分服务的调查测量母船作为基准站,机动测量测量艇作为流动站,通过动态RTK的模式进行定位。设计了固定流动站、基准站与流动站相对位置固定和基准站与流动站相对运动3种场景对NavCom GPS差分定位系统的性能进行了分析研究,结果表明动态RTK模式下NavCom GPS差分定位系统可获得分米-亚米级的精度。  相似文献   

5.
GPS验潮中波浪的误差分析和消除   总被引:8,自引:0,他引:8  
GPS验潮采用GPS RTK计算潮位,是目前GPS技术发展和应用的一个方向,对验潮方法的革新和GPS的进一步应用有着重要的意义。在水面上,波浪引起载体的空间位置改变,给验潮带来很大的误差。为了得到厘米级精度的潮位,必须消除波浪的影响。详细分析了GPS测姿方法和姿态补偿,最后采用小波去噪提取出了潮汐信号。实测数据和模拟数据证明GPS验潮可达到厘米级的精度,满足常规水深测量的精度要求。  相似文献   

6.
何玉晶  杨力  徐周 《海洋测绘》2006,26(1):19-21,28
GPS在差分导航、车载导航和RTK的应用中,精确修正电离层延迟是决定测量定位结果能否达到精度要求的重要因素。利用GPS接收机综合检定场的登封、洛阳、梅山、平顶山和西安5个基准站2002年3月23日的部分观测数据,利用双频组合技术研究分析了郑州及周边地区电离层延迟的时空变化及其时空相关性,并在此基础上讨论了区域差分的可行性和即将广泛应用于城市控制测量中的RTK技术的可行性。  相似文献   

7.
随着载波相位差分技术的发展,RTK(Real Time Kinematic)三维水深测量已经广泛应用于水下地形测量中。RTK技术需要建立实时数据链接传输差分数据,当数据链接丢失时,定位精度会严重下降。针对此问题,本文研究了一种基于后处理动态差分无需实时数据链接的PPK(Post Processing Kinematic)定位技术,并通过静态和动态比测的方法,对不同GNSS系统及其组合解算策略进行了精度和稳定性测试,最后在杭州湾河口进行了实际应用。测试结果表明,PPK获取的结果具有良好的稳定性,定位精度能满足实际工作需要;实际应用结果表明基于PPK的无验潮水下地形测量技术具有广泛的应用前景。  相似文献   

8.
研究了一种基于复相关测频原理的多普勒测速算法,针对该算法受信噪比影响较大的情况提出了一种基于遍历噪声修正的测速优化算法。仿真结果表明:该优化算法能减弱噪声对测速精度的影响,尤其在低信噪比的情况下,能有效提高多普勒测速精度。  相似文献   

9.
GPS实时动态测量在故县水库水下地形测量中的应用   总被引:3,自引:0,他引:3  
通过水库区域的水下地形测量实践,分析了GPS实时动态测量(RTK)的基准站、流动站设置与定位工作程序对测点精度的影响,实际作业检核表明,利用RTK技术可有效提高水域测量效率和质量。  相似文献   

10.
影响GPS PPK无验潮水深测量精度的几个因素   总被引:4,自引:1,他引:3  
针对作用距离、数据同步、姿态、声速等因素对全球定位系统动态后处理(GPS PPK)无验潮沿岸水深测量精度的影响进行了讨论,分析了GPS PPK无验潮水深测量作业模式消除涌浪影响的机理,对姿态传感器的测量和安装精度以及GPS天线与测深仪换能器相对位置的量测精度等提出了定量要求。  相似文献   

11.
Near-bed horizontal (cross-shore) and vertical velocity measurements were acquired in a laboratory wave flume over a 1:8 sloping sand beach of finite depth. Data were acquired using a three-component acoustic Doppler velocimeter to measure the velocity field close to, but at a fixed distance from the bed. The near-bed velocity field is examined as close as 1.5 cm above a trough and crest of a ripple under three different types of wave forcing (Stokes waves, Stokes groups, and irregular waves). Although both horizontal and vertical velocity measurements were made, attention is focused primarily on the vertical velocity. The results clearly indicate that the measured near-bed vertical velocity (which was outside the wave-bottom boundary layer) is distinctly nonzero and not well predicted by linear theory. Spectral and bispectral analysis techniques indicate that the vertical velocity responds differently depending on the location over a ripple, and that ripple-induced effects on the velocity field are present as high as 4–8 cm above the bed (for vortex ripples with wavelengths on the order of 8 cm and amplitudes on the order of 2 cm). At greater heights above the bed, the observed wave-induced motion is adequately predicted by the linear theory.  相似文献   

12.
本文利用TerraSAR-X(TSX)卫星于2010年4月22日在南海东沙岛附近海域获取的数据进行海洋内孤立波动力要素和海表流速信息的提取研究。基于TSX数据的后向散射强度信息,利用经验模态分解法得到内孤立波半波宽度,再利用两层模型法和参数化法计算得到内孤立波振幅和相速度。反演结果显示,利用参数化方法得到的振幅(约21~39 m)和两层模型法得到的相速度(约1.07 m/s)与历史实测资料较为一致。进而利用TSX的顺轨干涉数据获取研究海域内的多普勒速度,再分别采用M4S模型法和直接分离法处理,进而提取海表流速。结果显示,两种方法得到的海表流速的全场平均值较为一致,均为1.10 m/s左右。M4S模型法对流速最大值的改变量较大而直接分离法对流速最小值的改变量较大。M4S模型对内孤立波波峰线区域海表流速的修正大于无内孤立波的海域。最后,基于KdV方程计算得到内孤立波引起的表面流的流速约为0.28 m/s,对反演出的海表流速贡献占比23%。  相似文献   

13.
台湾海峡海表气溶胶干沉降通量研究   总被引:1,自引:0,他引:1  
在已改进的Williams模型中,应用GW03海表动力学粗糙度参数化方案,考虑波浪对干沉降速率的影响,结合卫星资料和再分析资料,计算了台湾海峡海表气溶胶干沉降速率,并利用2006~2007年走航观测结果计算了台湾海峡总悬浮颗粒物的入海通量.其结果表明:台湾海峡海表气溶胶干沉降速率及总悬浮颗粒物干沉降通量具有明显的时空变化特征.台湾海峡海表气溶胶干沉降速率范围为5.83~6.17 cm/s,平均值为6.00 cm/s.其中冬季气溶胶干沉降速率最大,平均值为6.08 cm/s;夏季气溶胶干沉降速率最小,平均值为5.85 cm/s.台湾海峡气溶胶总悬浮颗粒物的干沉降通量也呈现出冬季的高[均值为7.31μg/(m2.s)],夏季的低[均值为2.23μg/(m2.s)]的特征.从空间分布上看,台湾海峡海表气溶胶干沉降速率出现1个高值中心,位于台湾海峡北部海域.总悬浮颗粒物干沉降通量出现2个高值中心和1个低值中心,分别位于台湾海峡北部海域、汕头至厦门海域和南海中北部海域.  相似文献   

14.
This study was undertaken to investigate the implication of geoacoustic behaviors in the shallow marine sediments associated with the changes in geotechnical index properties. Two piston cores (270 cm and 400 cm in core length) used in this study were recovered from stations 1 and 2, the western continental margin, the East Sea. Scanning electron microscopy (SEM) was employed to illustrate the effects of microstructure on shear properties. The direct SEM observation of sediment fabrics is inevitable to understand the correlation of the changes in geoacoustic properties to the sediment structure. The consolidation of sediments by overburden stress resulting in the clay fabric alteration appears to play an important role in changing shear properties. Water contents and porosity of sediments gradually decreases with increasing depth, whereas wet bulk density shows a reverse trend. It is interesting to note that shear wave velocities increase rapidly from 8 to 20 m/s while compressional wave velocities significantly fluctuate, ranging from 1450 to 1550 m/s with depth. The fabric changes in sediment with increasing depth for example, uniform grain size and well oriented clay fabrics may cause the shear strength increase from 1 to 12 kPa. Shear wave velocity is, therefore, shown to be very sensitive to the changes in undrained strength for unconsolidated marine sediments. This correlation allows an in-situ estimation of shear stress in the subsurface from shear wave velocity data.  相似文献   

15.
采用压电陶瓷弯曲元法和共振柱试验的方法对采自我国海域的一些典型海底浅表层沉积物样品进行了剪切波速测试,获得首批可信数据.两种方法所测得的剪切波速数据具有很好的一致性,且在数赫兹至数十千赫兹频段范围内剪切波速不具明显弥散性.剪切波速与沉积物类型关系密切,不同海区和不同类型海底沉积物的剪切波速有明显差异.近海较细颗粒沉积物粉砂的剪切波速在100m/s左右,细颗粒沉积物的剪切波速在100m/s以下;陆架较粗颗粒沉积物的剪切波速最大,超过100m/s;深海、半深海细颗粒沉积物的剪切波速最低,小于50m/s.剪切波速与含水量、密度、孔隙度、塑限和液限等沉积物物理参数之间具很好的相关性,反映了剪切波速和物理性质之间的密切关系.剪切波速与压缩波速呈正相关性,但在不同的波速范围剪切波速随压缩波速的变化有很大不同.  相似文献   

16.
The spectral structure of oceanic incoherent Doppler sonar data is analyzed with Fourier and two finite-parameter modeling methods (Spectral Moment Estimation (SME) and AutoRegressive (AR)). Fourier spectral analysis, applied to long-range segments of echo return data, validates a theoretical point scattering model. It is demonstrated that Fourier spectral techniques, applied to data from incoherent sonar systems, cannot be used to probe oceanic spectral and velocity fields on the scales that frequently are important in oceanographic applications. The finite-parameter methods model the spectral structure on closely spaced range intervals. The SME method calculates the first moment of the Doppler spectrum at each range interval and the AR method provides spectral estimates at these same intervals. Trade-offs in estimating scatterer radial velocity using the various algorithms are considered. It is shown that a frequency-integrated AR technique has velocity estimation performance comparable to the SME method. In addition, the AR technique reveals that several regions of data possess asymmetric spectral structure. The implications of this spectral structure for oceanic velocity estimates are discussed.  相似文献   

17.
利用对苏北废黄河口25 h三船同步声学多普勒测流仪(ADP)测流和悬浮体观测资料,研究了向上分量流速对悬浮泥沙扩散和输运的影响。ADP测量不仅提供水平方向的流分量,还提供垂向的流分量,各分量帮助了解底层悬浮泥沙与海底的沉积物的交换和向上扩散。向上流分量比水平方向的流分量小,值在5 cm/s以内,但是它的变化是有规律的,随涨潮、落潮发生变化。本地区潮周期内悬浮泥沙的变化与潮流相位变化密切,沙峰出现在涨急或落急之后,3个站在潮周期内都出现4个沙峰。但是,各站悬沙的再悬浮是不同的。分析显示,10 m水深处,底层存在较强的再悬浮和再沉积,存在向上和向下的流;而在水深15~17 m处,底部、下部主要是向上的分量,只有上部存在向下分量,因此较深处可能较少发生沉积。  相似文献   

18.
A Doppler compensation system is presented which is suitable for high-data-rate acoustic communication between rapidly moving platforms such as autonomous underwater vehicles. The proposed approach provides a generic preprocessor to conventional adaptive receiver structures with only a marginal increase in computational load and hardware cost. The preprocessor employs a novel Doppler estimation technique and efficient sample rate conversion to remove Doppler shift induced by platform velocity and acceleration. Performance predicted by simulation is compared to that of sea trials of a prototype communication system in the North Sea. Successful communication is demonstrated at 16 kbit/s with a transmitting platform moving at up to ±2.6 m/s  相似文献   

19.
Accurate estimates of net residual discharge in tidally affected rivers and estuaries are possible because of recently developed ultrasonic discharge measurement techniques. Ultrasonic measurement methods consist of: 1) the use of ultrasonic instruments for the measurement of a representative “index” velocity used for in situ estimation of mean water velocity and 2) the use of the acoustic Doppler current discharge measurement system to calibrate the index velocity measurement data. Methods used to calibrate (rate) the index velocity to the channel velocity measured using the Acoustic Doppler Current Profiler are the most critical factors affecting the accuracy of net discharge estimation. The index velocity first must be related to mean channel velocity and then used to calculate instantaneous channel discharge. Finally, discharge is low-pass filtered to remove the effects of the tides. An ultrasonic velocity meter discharge-measurement site in a tidally affected region of the Sacramento-San Joaquin Rivers was used to study the accuracy of the index velocity calibration procedure. Calibration data consisting of ultrasonic velocity meter index velocity and concurrent acoustic Doppler discharge measurement data were collected during three time periods. Two sets of data were collected during a spring tide (monthly maximum tidal current) and one of data collected during a neap tide (monthly minimum tidal current). The relative magnitude of instrumental errors, acoustic Doppler discharge measurement errors, and calibration errors were evaluated  相似文献   

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