CG-6型重力仪零漂特性研究     

郝洪涛  刘少明  韦进  胡敏章 《大地测量与地球动力学》2019,39(10):1086-1090

对中国地震局地震研究所最新引进的4台CG-6型相对重力仪的零漂特性进行测试研究,结果表明,4台重力仪的静态零漂率、混合零漂率和动态零漂率均小于8 μGal/h,满足厂家给出的技术指标。在较长观测时间内,各台仪器的零漂均存在不同程度的非线性特征,因此在进行较长时间的野外观测以及后续数据处理中,不宜将零漂率作为常数进行解算和零漂改正。  相似文献   

基于夜间灯光和土地利用数据的云南沿边地区GDP空间差异性分析     

卢秀  李佳  段平  李晨  王金亮 《地球信息科学学报》2019,21(3):455-466

云南沿边地区包括8个地州,共56个县,其中有25个县市与老挝、缅甸和越南直接毗邻,具有重要的地缘位置。本研究利用土地利用数据和夜间灯光数据在实现云南沿边地区GDP空间化的基础上,对GDP的空间分布格局进行深入探讨,这对缩小区域经济差异及促进地区共同发展具有一定的指导意义。采用土地利用数据对国内生产总值（Gross Domestic Product, GDP）数据的第一产业进行空间化拟合,采用DMSP/OLS夜间灯光数据对GDP的第二、三产业进行拟合,将第一产业和第二、三产业空间化拟合的结果相加,实现云南沿边地区1992-2013年的GDP的空间化拟合。在此基础上对云南沿边地区GDP空间分布差异进行分析。结果表明：① 土地利用数据对第一产业建模的效果较好,拟合的多期数据的相对误差均低于1.12%,采用夜间灯光数据,基于“分类回归”方法对第二、三产业拟合相对误差最大仅为6.404%,最终二者之和拟合的GDP拟合精度都较好,相对误差最大仅为4.241%;② 22期GDP数据在空间分布上均呈现正的相关性,且均为显著集聚;③ GDP空间分布局部集聚的高值-高值区域集中在开远、蒙自等县域,低值-低值地区集中在绿春、西蒙等地区;④ 云南沿边地区县域之间的经济差异在1992-1996年逐渐增强,1996年之后,经济差异波动缩小,空间关联效应呈现波动式的增强和减弱;⑤ 云南沿边地区的三维插值结果均呈现出西北至东南一线的“洼地-丘陵-平地-高峰”地势变化格局,沿边地区的东南角地区即红河州的建水、个旧和开远等县市的GDP最高,“丘陵”地势主要集中在腾冲、保山市以及最南部的景洪地区,“洼地-平地”地势主要分布在沿边地区西北角的贡山和福贡等县域、西南角的西蒙和孟连等县及中部区域的绿春和江城县等地区。  相似文献   

贵州省市州域经济差异的时空演变     

荣城  贾艳红 《地理信息世界》2019,26(2):100-103,109

区域经济差异一直是国内外研究的热点,本文以贵州省9个市州为研究单位,选取10个经济发展指标,运用全局主成分分析,结合GIS技术,测度了贵州省9个市州域2006～2016年10年来经济差异的时空演变。结果表明:贵州省各市州区域经济内部差异明显,经济增长存在较强空间关联性,上升区与下降区均集中分布;各项指标数值相对比较大的地区,最终得分不一定高。  相似文献   

GNSS全自动解算软件研发及精度评估     

杨翼飞  陈香萍 《地理空间信息》2019,17(4):25-28,I0002

根据载波相位差分定位技术,利用待定点周边稳定的CORS站网形成的区域误差改正模型,对待定控制点观测数据的噪声进行自动剔除,对电离层、对流层和多路径进行差分改正,研发GNSS全自动解算软件,并利用广西卫星定位基准站与待定控制点的GNSS观测数据对软件进行测试。结果表明,GNSS全自动解算软件具有较好的内外符合精度,其解算的三维坐标精度满足D级以下等级控制点的要求,可为工程测量应用提供新的自动化解算方案。  相似文献   

GNSS接收机DCB短期时变特征分析和估计方法     

章繁  刘长建  冯绪  段文涛  刘宸  张熙 《测绘科学技术学报》2019,36(3):257-261

提出一种使用非差非组合精密单点定位(PPP)估计和分析接收机DCB短时时变特征的方法。首先利用非差非组合PPP得到包含接收机DCB的重构电离层参数估值;然后通过IGS电离层GIMs格网模型内插剥离各历元站星斜向电离层距离延迟;最后通过最小二乘约束得到各历元接收机DCB解。由于格网本身精度(2~8 TECU)和插值精度限制,解算出来的接收机DCB并不能真实反映其短期时变特征。为此,提出利用站间单差或者历元间差分的方法还原其真实的变化态势。实验结果表明,所提出的方法能够正确估计接收机DCB,并能真实还原其短期时变特征,具有良好的适用性。  相似文献   

近50年石家庄地-气温差变化特征     

卞韬  任国玉  刘思廷  赵煊  范欣 《气象科技》2024,52(1):116-123

利用石家庄17个国家气象站1972—2021年逐日地面气温、0 cm地温资料,分析了石家庄地-气温差的变化特征,结果表明：(1)石家庄地-气温差从1月开始逐渐增加,5月达到最大值5.0℃,然后开始减小,12月达到最小值-0.8℃;地-气温差在11月到次年1月为负值;春、夏、秋季均为正值,夏季最大,春季大于秋季,冬季以负值为主;(2)石家庄多年平均地-气温差在1.6～2.6℃之间,平均为2.1℃;整体上东部大于西部。(3)近50年石家庄年平均地-气温差呈显著的减小趋势,变化速率为-0.14℃/10a;夏、秋、冬三季的减小趋势均非常显著,夏季的减小趋势最强;石家庄市区和近郊站点年和四季地-气温差的减少趋势更显著。本文结论对科学认识石家庄城市生态环境的变化具有参考意义。  相似文献   

三种验潮方法水位观测性能比较与统计分析   总被引：1，自引：1，他引：0       下载免费PDF全文

肖付民  赵江  陈日高  夏伟 《海洋测绘》2009,29(3):24-27

水尺、压力式验潮仪与验潮井验潮仪是海道测量水位控制和水位观测的主要手段。通过6日6个时间段的同步比对试验,计算了三种方法获取水位观测数据之间的潮时差和潮高差,分析了三种观测手段的水位观测性能以及产生差值的可能原因,提出了使用方法的建议。  相似文献   

The determination of potential difference by the joint application of measured and synthetical gravity data: a case study in Hungary   总被引：1，自引：1，他引：0  

Gábor Papp  Erika Szeghy  Judit Benedek 《Journal of Geodesy》2009,83(6):509-521

In an elementary approach every geometrical height difference between the staff points of a levelling line should have a corresponding average g value for the determination of potential difference in the Earth’s gravity field. In practice this condition requires as many gravity data as the number of staff points if linear variation of g is assumed between them. Because of the expensive fieldwork, the necessary data should be supplied from different sources. This study proposes an alternative solution, which is proved at a test bed located in the Mecsek Mountains, Southwest Hungary, where a detailed gravity survey, as dense as the staff point density (~1 point/34 m), is available along a 4.3-km-long levelling line. In the first part of the paper the effect of point density of gravity data on the accuracy of potential difference is investigated. The average g value is simply derived from two neighbouring g measurements along the levelling line, which are incrementally decimated in the consecutive turns of processing. The results show that the error of the potential difference between the endpoints of the line exceeds 0.1 mm in terms of length unit if the sampling distance is greater than 2 km. Thereafter, a suitable method for the densification of the decimated g measurements is provided. It is based on forward gravity modelling utilising a high-resolution digital terrain model, the normal gravity and the complete Bouguer anomalies. The test shows that the error is only in the order of 10⁻³mm even if the sampling distance of g measurements is 4 km. As a component of the error sources of levelling, the ambiguity of the levelled height difference which is the Euclidean distance between the inclined equipotential surfaces is also investigated. Although its effect accumulated along the test line is almost zero, it reaches 0.15 mm in a 1-km-long intermediate section of the line.  相似文献   

The phase difference effects on 3-D structure of wave pressure acting on a composite breakwater     

D.-S. Hur  K.-H. Lee  G.-S. Yeom   《Ocean Engineering》2008,35(17-18):1826-1841

In designing the coastal structures, the accurate estimation of the wave forces on them is of great importance. In this paper, the influences of the phase difference on wave pressure acting on a composite breakwater installed in the three-dimensional (3-D) wave field are studied numerically. We extend the earlier model [Hur, D.S., Mizutani, N., 2003. Coastal Engineering 47, 329–345] to simulate 3-D wave fields by introducing 3-D Navier–Stokes solver with the Smagorinsky's sub-grid scale (SGS) model. For the validation of the model, the wave field around a 3-D asymmetrical structure installed on a submerged breakwater, in which the complex wave deformations generate, is simulated, and the numerical solutions are compared to the experimental data reported by Hur, Mizutani, Kim [2004. Coastal Engineering (51, 407–420)]. The model is then adopted to investigate 3-D characteristics of wave pressure and force on a caisson of composite breakwater, and the numerical solutions were discussed with respect to the phase difference between harbor and seaward sides induced by the transmitted wave through the rubble mound or the diffraction. The numerical results reveal that wave forces acting on the composite breakwater are significantly different at each cross-section under influence of wave diffraction that is important parameter on 3-D wave interaction with coastal structures.  相似文献   

Simulation of nonlinear wave run-up with a high-order Boussinesq model   总被引：2，自引：0，他引：2  

David R. Fuhrman  Per A. Madsen 《Coastal Engineering》2008

This paper considers the numerical simulation of nonlinear wave run-up within a highly accurate Boussinesq-type model. Moving wet–dry boundary algorithms based on so-called extrapolating boundary techniques are utilized, and a new variant of this approach is proposed in two horizontal dimensions. As validation, computed results involving the nonlinear run-up of periodic as well as transient waves on a sloping beach are considered in a single horizontal dimension, demonstrating excellent agreement with analytical solutions for both the free surface and horizontal velocity. In two horizontal dimensions cases involving long wave resonance in a parabolic basin, solitary wave evolution in a triangular channel, and solitary wave run-up on a circular conical island are considered. In each case the computed results compare well against available analytical solutions or experimental measurements. The ability to accurately simulate a moving wet–dry boundary is of considerable practical importance within coastal engineering, and the extension described in this work significantly improves the nearshore versatility of the present high-order Boussinesq approach.  相似文献