Magzhan Kozhakhmetov

Mr. Magzhan Kozhakhmetov


Research Focus & Metrics

Academic Career Length

3Years (2024-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
17 October 2025 in Geosciences
Verified
Journal Article
Open access
PDF file
DSDaniya Shoganbekova
Daniya Shoganbekova
AUAsset Urazaliyev
Asset Urazaliyev
Roman SermiaginRoman Sermiagin
Roman Sermiagin
SNSerik Nurakynov
Serik Nurakynov
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
AIAnel Islyamova
Anel Islyamova
Determining a high-precision national geoid is a fundamental step in modernizing Kazakhstan’s vertical reference system. However, the country’s vast territory, complex topography, and limited coverage of modern terrestrial and airborne gravimetric surveys present significant challenges. In this context, Soviet-era gravimetric maps at a 1:200,000 scale remain the only consistent nationwide data source, yet their reliability has not previously been rigorously assessed within modern gravity standards. This study presents the first comprehensive validation of Soviet-era gravimetric surveys using two independent approaches. The first approach is about the comparison of gravity anomalies with the global geopotential models EGM2008, EIGEN-6C4 and XGM2019e_2159. The second approach is about the direct evaluation against absolute gravity measurements from the newly established Qazaqstan Gravity Reference Frame (QazGRF). The analysis demonstrates that, after applying systematic corrections, the Soviet-era gravimetric survey retains high information content. The mean discrepancy with QazGRF measurements is 0.7 mGal with a standard deviation of 2.5 mGal, and more than 90% of the evaluated points deviate by less than ±5 mGal. Larger inconsistencies, up to 20 mGal, are confined to mountainous and geophysically complex regions. In addition, several artifacts inherent to the global models were identified, suggesting that the integration of validated regional gravimetric data can also support future improvements of global gravity models. A key finding was the detection of an artifact in the global models on sheet M43. Its presence was confirmed by comparison with terrestrial gravimetric data and inter-model differences. It was established that the anomaly is caused by inaccuracies in the terrestrial “fill-in” component of the EGM2008 model, which subsequently inherited by later global solutions. The results confirm that Soviet gravimetric maps, once critically re-evaluated and tied to absolute observations, can be effectively integrated with global models. This integration delivers reliable, high-resolution inputs for regional gravity-field modeling. It establishes a robust scientific and practical foundation for constructing the first national geoid of Kazakhstan and for implementing a unified state coordinate and height system. It also helps enhance the accuracy of global geopotential models.

30 October 2024 in Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu
Verified
Journal Article
Closed access
AUAsset Urazaliyev
Asset Urazaliyev
DSDaniya Shoganbekova
Daniya Shoganbekova
SKSh Kydyrkozhakyzy
Sh Kydyrkozhakyzy
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
SASh. K Aitkazinova
Sh. K Aitkazinova
One of the critical factors influencing the accuracy of a local geoid model is the quality of the digital elevation model (DEM). A properly selected high-resolution DEM can significantly mitigate errors in geoid modeling, gravity anomaly processing, and topography and downward continuation correction. Purpose. Evaluating the accuracy of five global DEMs obtained from open sources to identify the most suitable model for creating a local geoid. Methodology. The vertical accuracy of the DEMs was assessed by comparing the heights between the DEM and control points across different types of terrain. The reference values are based on 344 ground benchmarks, where GNSS observations were performed with subsequent adjustment of coordinates and heights. The accuracy analysis involved calculating statistical indicators of the height differences between the GNSS data and the DEM data. Findings. The standard deviation assessment showed favorable values for the COPERNICUS and ALOS DEMs, followed by SRTM, ASTER, and ETOPO. In the mean absolute error calculations for mountainous areas, the ALOS model performed best, followed by COPERNICUS, SRTM, ASTER, and ETOPO. For other types of terrain, COPERNICUS demonstrated the best results in mean absolute error. Originality. This study distinguishes itself through the incorporation of advanced high-resolution DEMs, such as GLO30, providing a modern and thorough evaluation of DEM accuracy specifically for Kazakhstan. What is new is a detailed analysis of the impact of terrain features (plain, hilly, mountainous) on modeling accuracy. This approach advances beyond previous assessments, delivering new and significant insights into the performance of contemporary DEMs. Practice value. The practical value of the results obtained consists in issuing recommendations regarding the possibility of using the studied DEM for the regions of Kazakhstan which differ among themselves in terms of landscape characteristics. The findings indicate that COPERNICUS and ALOS DEMs are highly suitable for precise geoid modeling in southern Kazakhstan. These models can significantly improve the accuracy of local geoid models, benefiting applications in geospatial science and engineering.

4 November 2025 in Computation
Verified
Journal Article
Open access
PDF file
DSDaniya Shoganbekova
Daniya Shoganbekova
AUAsset Urazaliyev
Asset Urazaliyev
SNSerik Nurakynov
Serik Nurakynov
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
NZNailya Nurlankyzy Zhaksygul
Nailya Nurlankyzy Zhaksygul
Roman SermiaginRoman Sermiagin
Roman Sermiagin
Accurate geoid determination is essential for height system unification and for converting Global Navigation Satellite System (GNSS) ellipsoidal heights to orthometric heights. This study demonstrates a national-scale workflow that integrates digitized Soviet-era gravimetric maps at 1:200,000 scale with modern satellite and ancillary datasets to compute a high-resolution gravimetric geoid for Kazakhstan. Legacy gravity maps were systematically digitized, harmonized, and quality-controlled, then integrated with a global geopotential model (XGM2019e_2159) for long-wavelength information and a digital elevation model (FABDEM) for terrain corrections. Geoid computation employed the Least-Squares Modification of Stokes’ Formula, with spectral testing used to select optimal parameters; external control and validation relied on an extensive set of GNSS observations and geometric levelling benchmarks from the national network. The resulting geoid surface captures the country’s full topographic range, from the Caspian Depression to the Tien Shan and Altai. After regression-based removal of residual tilts linked to distortions in the Baltic 1977 height system, we achieved a root-mean-square error of 0.066 m. The integrated use of 1:200,000 gravity maps and modern satellite-derived models yields accuracy improvements over widely used global solutions, establishing a consistent vertical reference for Kazakhstan and supporting datum modernization, GNSS-based heighting, infrastructure development, and environmental monitoring. These results show that digitized Soviet-era gravity maps, when fused with modern satellite datasets, can provide robust, high-accuracy geoid solutions.

30 June 2026
Verified
Journal Article
Open access
PDF file
AUAsset Urazaliyev
Asset Urazaliyev
DSDaniya Shoganbekova
Daniya Shoganbekova
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
NZNailya Nurlankyzy Zhaksygul
Nailya Nurlankyzy Zhaksygul
The development of a high-precision regional geoid model is an important step in the modernization of Kazakhstan’s vertical reference framework and in improving the efficiency of height determination from GNSS data. This paper proposes a hybrid approach torefining the local geoid model for the Astana area by combining the LSMSA gravimetric base solution with statistical modeling of residual corrections. The base geoid surface is computed using the Least Squares Modification of Stokes’ Formula with additivecorrections and is validated against GNSS/levelling control points. To reduce discrepancies with observations, a correction surface is formed from residuals using a 7-parameter Helmert transformation and machine learning regression models (GPR, SVR, LSBoost). On the independent test subset, SVR reduced RMSE from 0.062 to 0.047 m, corresponding to a 24% decrease in error. The results show that the proposed scheme reduces the spread of residual errors and improves the agreement of the geoid model with GNSS/levelling data.

30 June 2024 in Bulletin of Kazakh Leading Academy of Architecture and Construction
Verified
Journal Article
Closed access
DSDaniya Shoganbekova
Daniya Shoganbekova
AUAsset Urazaliyev
Asset Urazaliyev
KKK. Kassymkanova
K. Kassymkanova
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
SKS. Kydyrkozhakyzy
S. Kydyrkozhakyzy
Orthometric height is required for all surveying work in civil engineering. The most effective and less labor-intensive method for determining orthometric heights on the ground is the use of GNSS technologies. But to use GNSS technologies, it is necessary to determine the geoid height (the difference between ellipsoidal and orthometric heights). This article reviews and compares the latest high-resolution Global geopotential models (GGM) in order to select the optimal model for creating a model of the geoid of Kazakhstan. The study consists of three stages. In the first stage, the GGMs were evaluated using 112 GNSS/leveling points distributed over the test area. In the second stage, selected GGMs were evaluated based on gravity data. In the third stage, some of the best performing models were further compared using spectral information contained in their spherical harmonic coefficients. The EIGEN-6C4 model demonstrated advantages over other GGMs (XGM2019e_2159, GECO, SGG-UGM-2, EGM2008) that participated in the accuracy assessment, showing a standard deviation of 0.267 m at the first stage. When analyzed to match ground-based gravity data, the EIGEN-6C4 model demonstrated a match with a standard deviation of 5.341 mGal. Based on the evaluation results, it is decided that EIGEN-6C4 is the most suitable model for generating local geoid, which will contribute to the development of geodesy in civil engineering in the future.

7 October 2025 in Preprints.org
Verified
Preprint
Open access
PDF file
DSDaniya Shoganbekova
Daniya Shoganbekova
AUAsset Urazaliyev
Asset Urazaliyev
SNSerik Nurakynov
Serik Nurakynov
MKMagzhan Kozhakhmetov
Magzhan Kozhakhmetov
NZNailya Nurlankyzy Zhaksygul
Nailya Nurlankyzy Zhaksygul
Roman SermiaginRoman Sermiagin
Roman Sermiagin
Accurate geoid determination is essential for height system unification and for converting Global Navigation Satellite System (GNSS) ellipsoidal heights to orthometric heights. This study demonstrates a national-scale workflow that integrates digitized Soviet-era gravimetric maps at 1:200,000 scale with modern satellite and ancillary datasets to compute a high-resolution gravimetric geoid for Kazakhstan. Legacy gravity maps were systematically digitized, harmonized, and quality-controlled, then integrated with a global geopotential model (XGM2019e_2159) for long-wavelength information and a digital elevation model (FABDEM) for terrain corrections. Geoid computation employed the Least-Squares Modification of Stokes’ Formula, with spectral testing used to select optimal parameters; external control and validation relied on an extensive set of GNSS observations and geometric levelling benchmarks from the national network. The resulting geoid surface captures the country’s full topographic range-from the Caspian Depression to the Tien Shan and Altai. After regression-based removal of residual tilts linked to distortions in the Baltic 1977 height system, achieves a root-mean-square error of 0.066 m. The integrated use of 1:200,000 gravity maps and modern satellite-derived models yields accuracy improvements over widely used global solutions, establishing a consistent vertical reference for Kazakhstan and supporting datum modernization, GNSS-based heighting, infrastructure development, and environmental monitoring. These results show that digitized Soviet-era gravity maps, when fused with modern satellite datasets, can provide robust, high-accuracy geoid solutions.