Developmet of decision support system for large dam maintenance in Serbia

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Developmet of decision support system for large dam maintenance in Serbia (en)
Развој система за подршку оптималном одржавању високих брана у Србији (sr)
Razvoj sistema za podršku optimalnom održavanju visokih brana u Srbiji (sr_RS)
Authors

Publications

Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements

Radovanović, Slobodan; Ranković, Vesna; Anđelković, Vladimir; Divac, Dejan; Milivojević, Nikola

(Springer Verlag, 2018)

TY  - JOUR
AU  - Radovanović, Slobodan
AU  - Ranković, Vesna
AU  - Anđelković, Vladimir
AU  - Divac, Dejan
AU  - Milivojević, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/942
AB  - Knowledge of the deformation properties of the rock mass is essential for the stress-strain analysis of structures such as dams, tunnels, slopes, and other underground structures and the most important parameter of the deformability of the rock mass is the deformation modulus. This paper describes statistical models based on multiple linear regression and artificial neural networks. The models are developed using the test results of the deformation modulus obtained during the construction of the Iron Gate 1 dam on the Danube River and correlate these with measurements of the velocities of longitudinal waves and pressures in the rock mass. The parameters used for defining the models were obtained by in situ testing during dam construction, meaning that scale effects were also taken into account. For the analysis, 47 experimental results from in situ testing of the rock mass were obtained; 38 of these were used for modelling and nine were used for testing of the models. The model based on the artificial neural networks showed better performance in comparison to the model based on multiple linear regression.
PB  - Springer Verlag
T2  - Bulletin of Engineering Geology and the Environment
T1  - Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements
EP  - 1202
IS  - 3
SP  - 1191
VL  - 77
DO  - 10.1007/s10064-017-1027-2
ER  - 
@article{
author = "Radovanović, Slobodan and Ranković, Vesna and Anđelković, Vladimir and Divac, Dejan and Milivojević, Nikola",
year = "2018",
abstract = "Knowledge of the deformation properties of the rock mass is essential for the stress-strain analysis of structures such as dams, tunnels, slopes, and other underground structures and the most important parameter of the deformability of the rock mass is the deformation modulus. This paper describes statistical models based on multiple linear regression and artificial neural networks. The models are developed using the test results of the deformation modulus obtained during the construction of the Iron Gate 1 dam on the Danube River and correlate these with measurements of the velocities of longitudinal waves and pressures in the rock mass. The parameters used for defining the models were obtained by in situ testing during dam construction, meaning that scale effects were also taken into account. For the analysis, 47 experimental results from in situ testing of the rock mass were obtained; 38 of these were used for modelling and nine were used for testing of the models. The model based on the artificial neural networks showed better performance in comparison to the model based on multiple linear regression.",
publisher = "Springer Verlag",
journal = "Bulletin of Engineering Geology and the Environment",
title = "Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements",
pages = "1202-1191",
number = "3",
volume = "77",
doi = "10.1007/s10064-017-1027-2"
}
Radovanović, S., Ranković, V., Anđelković, V., Divac, D.,& Milivojević, N.. (2018). Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements. in Bulletin of Engineering Geology and the Environment
Springer Verlag., 77(3), 1191-1202.
https://doi.org/10.1007/s10064-017-1027-2
Radovanović S, Ranković V, Anđelković V, Divac D, Milivojević N. Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements. in Bulletin of Engineering Geology and the Environment. 2018;77(3):1191-1202.
doi:10.1007/s10064-017-1027-2 .
Radovanović, Slobodan, Ranković, Vesna, Anđelković, Vladimir, Divac, Dejan, Milivojević, Nikola, "Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements" in Bulletin of Engineering Geology and the Environment, 77, no. 3 (2018):1191-1202,
https://doi.org/10.1007/s10064-017-1027-2 . .
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A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia

Stojković, Milan; Kostić, Srđan; Prohaska, Stevan; Plavšić, Jasna; Tripković, Vesna

(Springer Netherlands, 2017)

TY  - JOUR
AU  - Stojković, Milan
AU  - Kostić, Srđan
AU  - Prohaska, Stevan
AU  - Plavšić, Jasna
AU  - Tripković, Vesna
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/835
AB  - The authors propose a new approach for trend assessment that takes into account long-term periodicity of annual flows. In particular, analysis is performed of annual flows recorded at the locations of 30 operating and designed hydropower plants (HPPs) in Serbia, in order to assess the current and future water availability for hydropower generation. The composite annual trend is determined by sliding a fixed time window of 30 years along the observed time series with a one-year time step. Such a linear moving window (LMW) approach enables the identification of the flow trend as a median of all values for each time step. Significant trend harmonics are determined using discrete spectral analysis. The results show an alternation of upward and downward trend phases of different durations, namely: 6787, 33-43 and 21-29 years. On the other hand, the results of the Mann-Kendall test indicate a monotonic downward trend at the studied sites in the Drina River Basin, while statistically insignificant trends are noted at other river basins. The Mann-Kendall test with the Theil-Sen estimator also implies a downward and statistically insignificant flow trend after the observed period, whereas the LMW approach indicates a probable trend increase at all the examined sites. The proposed approach can be used to predict annual flows in order to establish long-term water management plans at hydropower plants.
PB  - Springer Netherlands
T2  - Water Resources Management
T1  - A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia
EP  - 1103
IS  - 4
SP  - 1089
VL  - 31
DO  - 10.1007/s11269-017-1583-z
ER  - 
@article{
author = "Stojković, Milan and Kostić, Srđan and Prohaska, Stevan and Plavšić, Jasna and Tripković, Vesna",
year = "2017",
abstract = "The authors propose a new approach for trend assessment that takes into account long-term periodicity of annual flows. In particular, analysis is performed of annual flows recorded at the locations of 30 operating and designed hydropower plants (HPPs) in Serbia, in order to assess the current and future water availability for hydropower generation. The composite annual trend is determined by sliding a fixed time window of 30 years along the observed time series with a one-year time step. Such a linear moving window (LMW) approach enables the identification of the flow trend as a median of all values for each time step. Significant trend harmonics are determined using discrete spectral analysis. The results show an alternation of upward and downward trend phases of different durations, namely: 6787, 33-43 and 21-29 years. On the other hand, the results of the Mann-Kendall test indicate a monotonic downward trend at the studied sites in the Drina River Basin, while statistically insignificant trends are noted at other river basins. The Mann-Kendall test with the Theil-Sen estimator also implies a downward and statistically insignificant flow trend after the observed period, whereas the LMW approach indicates a probable trend increase at all the examined sites. The proposed approach can be used to predict annual flows in order to establish long-term water management plans at hydropower plants.",
publisher = "Springer Netherlands",
journal = "Water Resources Management",
title = "A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia",
pages = "1103-1089",
number = "4",
volume = "31",
doi = "10.1007/s11269-017-1583-z"
}
Stojković, M., Kostić, S., Prohaska, S., Plavšić, J.,& Tripković, V.. (2017). A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia. in Water Resources Management
Springer Netherlands., 31(4), 1089-1103.
https://doi.org/10.1007/s11269-017-1583-z
Stojković M, Kostić S, Prohaska S, Plavšić J, Tripković V. A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia. in Water Resources Management. 2017;31(4):1089-1103.
doi:10.1007/s11269-017-1583-z .
Stojković, Milan, Kostić, Srđan, Prohaska, Stevan, Plavšić, Jasna, Tripković, Vesna, "A New Approach for Trend Assessment of Annual Streamflows: a Case Study of Hydropower Plants in Serbia" in Water Resources Management, 31, no. 4 (2017):1089-1103,
https://doi.org/10.1007/s11269-017-1583-z . .
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Parametric one dimensional dynamic analysis of layered soil

Radovanović, Slobodan; Salatić, Ratko

(Macedonian Association of Structural Engineers, Skopje, 2015)

TY  - CONF
AU  - Radovanović, Slobodan
AU  - Salatić, Ratko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1345
PB  - Macedonian Association of Structural Engineers, Skopje
C3  - Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
T1  - Parametric one dimensional dynamic analysis of layered soil
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1345
ER  - 
@conference{
author = "Radovanović, Slobodan and Salatić, Ratko",
year = "2015",
publisher = "Macedonian Association of Structural Engineers, Skopje",
journal = "Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE",
title = "Parametric one dimensional dynamic analysis of layered soil",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1345"
}
Radovanović, S.,& Salatić, R.. (2015). Parametric one dimensional dynamic analysis of layered soil. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE
Macedonian Association of Structural Engineers, Skopje..
https://hdl.handle.net/21.15107/rcub_grafar_1345
Radovanović S, Salatić R. Parametric one dimensional dynamic analysis of layered soil. in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1345 .
Radovanović, Slobodan, Salatić, Ratko, "Parametric one dimensional dynamic analysis of layered soil" in Contemporary Structures - Sustainable Development, Book of Abstracts of the 16th International Symposium of MASE (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1345 .