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Showing 8 results for Geoid

A. R. Safari, M. A. Sharifi, H. Amin, I. Foroughi,
Volume 3, Issue 2 (11-2013)
Abstract

With the appearance of the satellite altimetry in 1973, a new window was opened in the oceanography, marine sciences and Earth-related studies. Advances in the sensors technology and different satellite altimetry missions in the recent years led to a great evolution in geodesy and the gravity field modeling studies. Satellite altimetry provides a huge source of information for the geoid determination with high accuracy and spatial resolution. The information from this approach is a sufficient alternate for the marine gravity data in the high-frequency modeling of the Earth’s gravity field in marine areas. Marine gravity observations always carry a high noise level due to the environmental effects. Moreover, it is not possible to model the high frequencies of the Earth’s gravity field in a global scale using these observations. The gravitational gradient tensor, as the second order spatial derivatives of the gravitational potential, provides more information than other measurements from the Earth’s gravity field such as the gravity anomaly. In this paper, a new approach is introduced for the determination of the gravitational gradient tensor at sea level based on the satellite altimetry and using two modeling techniques, namely radial base functions and harmonic splines. As a case study, the gravitational gradient tensor is determined in Persian Gulf based on the satellite altimetry data, and the results are presented. By the investigation of the results for the gravitational gradient tensor, it is concluded that modeling of the Earth’s gravity field using radial base functions leads to better results compared to the modeling based on the harmonic splines.
A. A. Ardalan, R. Karimi, A. Ebadi,
Volume 3, Issue 3 (2-2014)
Abstract

Integral Equations such as one-step inversion based on the first derivative of the ellipsoidal Poisson’s integral, for transformation of gravity values on the Earth’s surface to the gravity potential on the reference ellipsoid are used for geoid determination. One of the main problems in numerical solution of integral equations is the resolution of input data. In this study, we have shown that the required resolution of the input gravity data on the Earth’s surface for correct one-step inversion depends on the height of the computational region, the fact that if overlooked can cause totally wrong results. For detect that the resolution of input data is sufficient, we study the behavior of the integral kernel and change the integral kernel to overcome the adverse effect of insufficient resolution of the input gravity data are the novel contributions of the study. For numerical tests, we have choose a test area with real gravity data in the west of Iran and The numerical results approve the success of our proposed method to solve the problem of insufficient resolution of the input gravity data for correct one-step inversion.
O. M. Sorkhabi, A. Naderi, R. Emadi,
Volume 4, Issue 2 (11-2014)
Abstract

The main topic of this research is to investigate different gravimetric reduction in the context of precise geoid determination. Gravimetric reduction perform an essential role on precise geoid determination, particularly in rugged areas. A numerical investigation was performed in the rugged area of the Northwest Iran within the geographical boundaries 35.5> φ >39.5 and 44.5>>λ >49.5 to study gravimetric geoid solutions based on the Rudzki inversion scheme, Hеlmert’s second method of condensation, RTM, and the topographic-isostatic reduction methods of Airy-Heiskanen (AH) and Pratt-Hаyford (PH). The results shows Rudzki gеoid performs as well as the Hеlmert and RTM geoids (in terms of standard deviation and range of minimum and maximum values) when comparing to comparison with the GPS-levelling geoid of the test area. Rudzki inversion the sole gravimetric reduction scheme which doesn't change the equipotential surface and thus doesn't need the calculation of the indirect effect.
A. Ebadi, A. A. Ardalan, R. Karimi,
Volume 4, Issue 2 (11-2014)
Abstract

One of the geoid determination methods is solving earth gravity boundary value problems based on the first derivative of the ellipsoidal Poisson’s integral, for gravity values transformation from the Earth’s surface to the gravity potential on the reference ellipsoid. This method is identified by transforming differential gravity observation on the earth’s surface through using a reference gravity field, to the gravity potential on the reference ellipsoid. Reference gravity fields are valid to use in non-topography areas, but applying them in the inner zone, where we have topography mass, would be associated with some error. In this paper, mathematical formula for estimating this error and the necessity of applying that in restore step of one-step inversion method has been evaluated. For the accuracy assessments, an area with real gravity data in the west of Iran has been considered. The results confirmed the accuracy of this correction term in computing reference field effect on potential space in restore step of one-step inversion method.
S. M. Khazraei, V. Nafisi, S. A. Monadjemi, J. Asgari, A. R. Amiri-Simkooei,
Volume 4, Issue 3 (2-2015)
Abstract

Due to wide spread usage of the satellite positioning techniques especially GPS, we need to precisely determine geoid model in order to use GPS measurements for height determination, as an alternative of traditional leveling techniques in geodetic applications. Precise local geoid modelling using GPS/Leveling data, apart from the existing models such as geopotential models and gravimetric geoid models could be an interesting investigation topic. An important question is, ‘What accuracy level can be achieved using this approach?’ However precession of this modelling could be influenced by some issues such as data quality or modelling techniques. In this paper, we attempt to assess the implementation of modern learning-based computing techniques including artificial neural networks and adaptive network-based fuzzy inference systems compared with multivariate polynomial regression equations in GPS/Leveling Geoid modeling. This assessment carried out in a small and dense network of GPS/Leveling benchmarks in contrast with previous studies, located in shahin-shahr, Isfahan. And these high quality data make it possible to achieve an accuracy of better than 1 cm. The results show a few millimeter superiority of ANN and ANFIS derived geoid models in terms of root mean square error, as well as in terms of coefficient of determination. And RMSE=8cm, R2=0.9949 and RMSE=7cm, R2=0.9964 achieved for this models respectively. Therefore ANFIS derived geoid model provide the most accurate geoid heights in the study area.


A. Azmoudeh Ardalan, R. Karimy, N. Mehrnegar,
Volume 5, Issue 4 (6-2016)
Abstract

Frequency decomposition of the Earth gravitational potential in terms of spherical/ellipsoidal harmonics has been of the significant matter for a wide range of applications such as the geodetic, oceanographic, and geophysical purposes. These days, thanks to the notable advancement in the field of satellite altimetry, monitoring the sea level on the global scale has been realized in practice. Meanwhile, the gravity information may be derived from these valuable data if the accurate mean dynamic topography has been obtainable. In this respect, the mean dynamic topography can be determined via the oceanic or geodetic approaches. In the oceanic manners, the mean dynamic topography is derived using the oceanic information such as salinity, temperature, and surficial currents; while according to the geodetic methods one can obtain the mean dynamic topography by integration of satellite altimetry measurements and global geopotential models. In this contribution, we aim at assessing the feasibility of improving the pre-existing geopotential models by means of satellite altimetry observations. To this end, the sea surface topography is estimated using the geopotential and mean sea level models in a constrained least squares sense. As such, we can arrive at the Gauss-Listing geoid over the sea areas derived from the computed sea surface topography and the known mean sea level values. The Bruns formula is then implemented to reduce the resultant geoid into the gravitational potential values over the oceans on the surface of the reference ellipsoid. On the other hand, the gravitational potential values over the continental regions are obtained on the surface of the reference ellipsoid via the geopotential model of interest, once the topographic bias corrections have been considered. Lastly, a new point-wise geopotential model in terms of spherical harmonics is developed through application of the spherical harmonic analysis to the worldwide gravitational potential. As the case study, the presented methodology has been evaluated so as to improve the two global geopotential models, namely EGM2008 and go_cons_gcf_2_dir, up to the degree and order 90. Accordingly, the DTU10 mean sea level model, which has been derived from information of Topex/Poseidon, ERS1, ERS2, ENVISAT, Geosat, GFO, and Jason satellites, has been applied to the EGM2008 and go_cons_gcf_2_dir models in order to estimate the sea surface topography based on the proposed optimization solution. Consequently, the improved versions of the global geopotential models have been developed thanks to the application of the harmonic analysis to the gravitational potential values that have been attained over the sea and land areas on the surface of the reference ellipsoid. Based upon the numerical results of the assessment of the developed models at the first-order GPS/leveling points within the test areas in Iran and Finland, the capabilities of the proposed method in deriving enhanced geopotential models have been asserted. Moreover, the comparison of the consequential enhanced models with respect to the BGI gravity points have demonstrated the efficiently of the method throughout the world. As a whole, we have deduced that the presented method can be applicable to significantly improve an extensive range of the global geopotential models.


R. Karimi, A. R. Azmoudeh Ardalan, A. Ebadi,
Volume 8, Issue 2 (12-2018)
Abstract

By increasing the accuracy and resolution of gravity data derived from terrestrial, airborne and satellite methods, the accuracy and resolution of global geopotential models have significantly been improved. For example, EGM2008 and EIGEN-6C4 are among the most accurate global geopotential models which have been expanded up to degree 2190. Nevertheless, global geopotential models do not have an adequate accuracy everywhere. Therefore, the local gravity field modeling based on the geodetic boundary value problem approach and the local gravity data has always been an interesting subject. In Iran, first-, second- and third-order gravity networks with the spatial resolutions 30ʹ, 15ʹ, and 5ʹ have been designed for geodetic applications. Now, these important questions arise: (1) How important is the spatial resolution of the ground gravity data in the local modeling? (2) Can local gravity data with any resolution improve the global models? To answer these questions, the effect of the spatial resolution of the Iranian ground gravity data to determine the local geoid based on the geodetic boundary value problem solution by the remove-compute-restore technique is studied. In this line, four regions over Iran with different spatial resolutions are selected as test regions. Region 1 consists of 1738 gravity data with spatial resolution 5.7ʹ, region 2 consists of 165 gravity data with spatial resolution 21.6ʹ, region 3 consists of 234 gravity data with spatial resolution 18ʹ and region 4 consists of 1728 gravity data with spatial resolution 5.7ʹ. Then, the geodetic boundary value problem is separately solved for each region, where the EGM2008 global model up to degrees 360, 720, 1080 and 2160 is used as reference model. Finally, the computed local geoids and the global geoids are compared with the GPS/Leveling geoid. From results we found that the local geoid in the regions 1 and 4 has an accuracy of about 23 cm in terms of the root mean square error (RMSE), while the local geoid in the regions 2 and 3 has an accuracy of about 32 cm. This means that the local geoid in the regions 1 and 4, where the spatial resolution of gravity data is higher, is more accurate than the local geoid in the regions 2 and 3. Moreover, we found that the local geoid of region 1 is more accurate than the global geoids up to degrees 360, 720 and 1080, while the accuracy of the local geoid is consistent with the global geoid up to degree 2160. Such a result is obtained for the region 4. For the regions 2 and 3, the local geoid is more accurate than the global geoid only up to degree 360, while the accuracy of the local geoid is consistent with the global geoids up to degrees 720, 1080 and 2160. This is due to the fact that the spatial resolution of gravity data in the regions 1 and 4 is 5.7ʹ which is equivalent to degree about 2160, while the spatial resolution of gravity data in the regions 2 and 3 are 21.6ʹ and 18ʹ, respectively, which are equivalent to degrees about 500 and 600. Therefore, it is concluded that when the spatial resolution of ground gravity data is lower than the corresponding degree of the reference model, the local geoid does not outperform the corresponding global geoid.
 

M. Goli,
Volume 8, Issue 4 (6-2019)
Abstract

The national height system of Iran, orthomertic height, is referred to geoid as the vertical datum. Consequently, the geoid has many important applications in engineering. The slow, laborious and expensive orthomertic heights can be obtained in sufficient accuracy level from geodetic height (derived by GNSS observations) and a precise geoidal height. Over the past two decades, the gravity division of national cartographic center (NCC) has developed multi-purpose physical geodesy to refinement of geoid models. In this study, the efficiency of gravity data of this network to determine of one-centimeter gravimetric geoid are investigated. In order to demonstrate geoid accuracy achievable, the simulated of high frequencies of gravity data using EGM2008 at the actual position od stations was used. Error of geoid are estimated using the Stokes-Helmert method in a closed cycle. The test area is located in the northwest of Iran, where the multipurpose network has the highest density (about 10 km). Numerical results show that accuracy achievable of geoid is about 25cm using irregular distributed multi-purpose network gravity data. Gridded data also improves geoid accuracy by up to 40%.


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نشریه علمی علوم و فنون نقشه برداری Journal of Geomatics Science and Technology