The relationship between gravity and bathymetry in the Pacific Ocean   总被引：2，自引：0，他引：2  

A. B. Watts  D. P. McKenzie  B. E. Parsons  M. Roufosse 《Geophysical Journal International》1985,83(1):263-298

Summary. Surface-ship and satellite derived data have been compiled in new free-air gravity anomaly, bathymetry and geoid anomaly maps of the Pacific Ocean basin and its margin. The maps are based on smoothed values of the gravity anomaly, bathymetry and geoid interpolated on to a 90 × 90 km grid. Each smoothed value was obtained by Gaussian filtering measurements along individual ship and subsatellite tracks. The resulting maps resolve features in the gravity, bathymetry and geoid with wavelengths that range from a few hundred to a few thousand kilometres. The smoothed values of bathymetry and geoid anomaly have been corrected for age. The resulting maps show the Pacific ocean basin is associated with a number of ENE–WSW-trending geoid anomaly highs with amplitudes of about ± 5 m and wavelengths of about 3000 km. The most prominent of these highs correlate with the Magellan seamounts–Marshall Gilbert Islands–Magellan rise and the Hess rise–Hawaiian ridge regions. The correlation between geoid anomaly and bathymetry cannot be explained by models of static compensation, but is consistent with a model in which the geoid anomaly and bathymetry are supported by some form of dynamic compensation. We suggest that the dynamic compensation, which characterizes oceanic lithosphere older than 80 Myr, is the result of mantle convection on scales that are smaller than the lithospheric plates themselves.  相似文献   

Dynamic Topography Estimates Using Geosat Data and A Gravimetric Geoid In the Gulf Stream Region   总被引：1，自引：0，他引：1  

Richard H. Rapp  Yan Ming Wang 《Geophysical Journal International》1994,117(2):511-528

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Bouguer anomalies and the geoid: a reassessment of Stokes' method     

R. G. Hipkin 《Geophysical Journal International》1988,92(1):53-66

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Gravity field mapping from satellite altimetry, sea-gravimetry and bathymetry in the Eastern Mediterranean     

D. Arabelos  C. C. Tscherning 《Geophysical Journal International》1988,92(2):195-206

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基于移去-恢复法的局部似大地水准面精化模型对比研究     

李明飞  吴军超  秦川 《大地测量与地球动力学》2020,40(9):952-956

针对似大地水准面在精化过程中不同移去-恢复高程转换模型的适用性和选取问题,基于二次曲面和EGM2008重力场模型,分别构建了RBF神经网络、多面函数和Shepard等3种类型的移去-恢复模型,结合平原和高原山区两个工程实例,通过调整高程拟合点数目进行似大地水准面拟合与精度对比。结果表明,在平原地区,EGM2008-多面函数高程模型精度略优于其他模型;在高原山区,当拟合点数较少时,基于EGM2008的移去-恢复模型精度高于基于二次曲面的移去-恢复模型,其中,EGM2008-多面函数和EGM2008-Shepard较优,而随着拟合点数目的增加,二次曲面-Shepard高程转换模型的精度优于其他模型。  相似文献   

Regional geoid determination in Antarctica utilizing airborne gravity and topography data   总被引：2，自引：2，他引：0  

Mirko Scheinert  Jan Müller  Reinhard Dietrich  Detlef Damaske  Volkmar Damm 《Journal of Geodesy》2008,82(7):403-414

Antarctica is the only continent that suffers major gaps in terrestrial gravity data coverage. To overcome this problem and to close these gaps as well as to densify the global satellite gravity field solutions, the International Association of Geodesy (IAG) Commission Project 2.4 “Antarctic Geoid” was set into action. This paper reviews the current situation concerning the gravity field in Antarctica. It is shown that airborne geophysical surveys are the most promising tools to gain new gravity data in Antarctica. In this context, a number of projects to be carried out during the International Polar Year 2007/2008 will contribute to this goal. To demonstrate the feasibility of the regional geoid improvement in Antarctica, we present a case study using gravity and topography data of the southern Prince Charles Mountains, East Antarctica. During the processing, the remove–compute– restore (RCR) technique and least-squares collocation (LSC) were applied. Adding signal parts of up to 6 m to the global gravity field model that was used as a basis, the calculated regional quasigeoid reveals the dominant features of bedrock topography in that region, namely the graben structure of the Lambert glacier system. The accuracy of the improved regional quasigeoid is estimated to be at the level of 15 cm.  相似文献   

大地水准面数值计算及结构分析     

王建强  储王宁  戴必旭  刘思涵 《测绘科学》2017,42(4)

针对大地水准面精化问题,该文提出了基于大地水准面起伏几何性质构建精确大地水准面的方法。相对传统方法根据经验公式设计精化大地水准面分辨率,该文提出了一种顾及区域性特点的大地水准面分辨率设计方法,推导了构建厘米级大地水准面需要达到的空间分辨率计算公式。采用Alltrans EGM2008Calculator 1.00软件计算不同区域的大地水准面高程,并用坡度方法分析大地水准面的精细结构。最后以江西省大地水准面起伏为基础,采用该方法进行计算。结果表明:构建厘米级大地水准面需要达到的空间分辨率为7″,可为大地水准面精化研究提供参考。  相似文献   

Digital astro-geodetic camera system for the measurement of the deflections of the vertical: tests and results     

K. Halicioglu  R. Deniz  H. Ozener 《International Journal of Digital Earth》2016,9(9):914-923

This study introduces the new results of a novel low-cost digital zenith camera system operated in Turkey that uses astronomical and geodetic instrumentation. Currently, it is possible to determine deflections of the vertical (DoV) components by using a vast amount of information gathered from geo-referenced star images, tilt measurements, and Global Navigation Satellite System technology. This new design of an astro-geodetic camera system is used for calculating DoV components with 12 independent solutions on a test station in Istanbul, and additional observations were performed to investigate the external accuracy of the system on a test network. A specific leveling method is developed to align system toward the zenithal direction. The final results of the observations on a test station located in Istanbul indicate that the accuracy of the system is about ±0.19 arc-seconds in latitude and ±0.28 arc-seconds in longitude determination. The system has been further tested on a network with 4 control points that have averagely 20?km baselines. At the test network, the root mean square of the average value of the vertical deflections is calculated as ±0.36 arc-seconds. Furthermore, DoV components are compared with the values that are calculated using global geopotential models.  相似文献   

Failure and size effect for notched and unnotched concrete beams     

D. Grégoire  L.B.  Rojas‐Solano  G. Pijaudier‐Cabot 《国际地质力学数值与分析法杂志》2013,37(10):1434-1452

Modelling failure in geomaterials, concrete or other quasi‐brittle materials and proper accounting for size effect, geometry and boundary effects are still pending issues. Regularised failure models are capable of describing size effect on specimens with a specific geometry, but extrapolations to other geometries are rare, mostly because experimental data presenting size effect for different geometries and for the same material are lacking. Three‐point bending fracture tests of geometrically similar notched and unnotched specimens are presented. The experimental results are compared with numerical simulations performed with an integral‐type non‐local model. Comparisons illustrate the shortcomings of this classical formulation, which fails to describe size effect over the investigated range of geometries and sizes. Finally, experimental results are also compared with the universal size effect law. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

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赵德军  徐新强  陈永祥  李帅鑫 《大地测量与地球动力学》2015,35(2):322-325

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