TR
EN
Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm
Öz
The goal of the this study is to investigate the applicability of the teaching-learning based optimization (TLBO) algorithm for modeling seepage in embankment dams. The input parameters selected for the models to be built are the values of permeability (ks), van Genuchten's suitability parameters α and n, whose effect on seepage has been investigated over the years due to their uncertainties. The validity of the TLBO was compared with that of conventional regression analysis (CRA) methods. Both methods were utilized with different regression forms. The parameters chosen as input are modeled as random variables with a log-normal distribution, and total discharge (Q) was obtained. Four statistical indices, that is, root mean square error, mean absolute error, average relative error and coefficient of determination, were used to evaluate the performance of the models. The equations obtained using TLBO algorithms can predict the total discharge in embankment dams better than CRA. In addition, the reliability of TLBO has been demonstrated by conducting analyses using the outputs of CRA as a benchmark.
Anahtar Kelimeler
Kaynakça
- Calamak, M., Uncertainty Based Analysis Of Seepage Through Eearthfill Dams. Ph.D. thesis, Dept. of Civ. Eng., Middle East Technical Univ., Ankara, Türkiye 2014.
- Polater, Ö., 2021. Infiltration Analysis Of Embankment Dams Using Different Impermeable Materials., M.Sc. Thesis, Dept. of Civ. Eng.,, Bitlis Eren Univ., Bitlis, Türkiye (in Turkish with English abstract) 2021.
- Fenton, G., Griffiths, D,. Statistics Of Free Surface Flow Through Stochastic Earth Dam. J. of Geotech. Eng., ASCE, 122(6), 410-427 1996. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:6(427)
- Ahmed, A. A., Stochastic Analysis Of Free Surface Flow Through Earth Dams. Comput. Geotech, 36(7), 1186-1190 2009. https://doi.org/10.1016/j.compgeo.2009.05.005
- Srivastava, A., Babu, G. L. S., Haldar, S., Influence Of Spatial Variability Of Permeability Property On Steady State Seepage Flow And Slope Stability Analysis. Eng. Geology, 110(3-4), 93-101 2010. https://doi.org/10.1016/j.enggeo.2009.11.006
- Le, T. M. H., Gallipoli, D., Sanchez, M., Wheeler, S, J., Stochastic Analysis Of Unsaturated Seepage Through Randomly Heterogeneous Earth Embankments. Int. J. for Num. and Analytical Methods in Geomech., John Wiley & Sons, Ltd, 36(8), 1056–1076 2012. https://doi.org/10.1002/nag.1047
- Tan, X.; Wang, X., Khoshnevisan, S.,Hou, X., Zha, F., Seepage Analysis Of Earth Dams Considering Spatial Variability Of Hydraulic Parameters. Eng. Geology, 228, 260-269 2017. https://doi:10.1016/j.enggeo.2017.08.018.
- Siacara, A.T.,Beck, A. T., Futai, M. M., Reliability Analysis Of Rapid Drawdown Of An Earth Dam Using Direct Coupling. Comput. Geotech., 118, 103336 2019. https://doi.org/10.1016/j.compgeo.2019.103336
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Geoteknik Mühendisliği, İnşaat Mühendisliğinde Sayısal Modelleme
Bölüm
Araştırma Makalesi
Erken Görünüm Tarihi
22 Ekim 2024
Yayımlanma Tarihi
1 Mart 2025
Gönderilme Tarihi
1 Nisan 2024
Kabul Tarihi
16 Ekim 2024
Yayımlandığı Sayı
Yıl 2025 Cilt: 36 Sayı: 2
APA
Günay, A., & Akbaş, S. O. (2025). Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm. Turkish Journal of Civil Engineering, 36(2), 81-95. https://doi.org/10.18400/tjce.1462869
AMA
1.Günay A, Akbaş SO. Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm. tjce. 2025;36(2):81-95. doi:10.18400/tjce.1462869
Chicago
Günay, Arife, ve Sami Oğuzhan Akbaş. 2025. “Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm”. Turkish Journal of Civil Engineering 36 (2): 81-95. https://doi.org/10.18400/tjce.1462869.
EndNote
Günay A, Akbaş SO (01 Mart 2025) Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm. Turkish Journal of Civil Engineering 36 2 81–95.
IEEE
[1]A. Günay ve S. O. Akbaş, “Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm”, tjce, c. 36, sy 2, ss. 81–95, Mar. 2025, doi: 10.18400/tjce.1462869.
ISNAD
Günay, Arife - Akbaş, Sami Oğuzhan. “Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm”. Turkish Journal of Civil Engineering 36/2 (01 Mart 2025): 81-95. https://doi.org/10.18400/tjce.1462869.
JAMA
1.Günay A, Akbaş SO. Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm. tjce. 2025;36:81–95.
MLA
Günay, Arife, ve Sami Oğuzhan Akbaş. “Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm”. Turkish Journal of Civil Engineering, c. 36, sy 2, Mart 2025, ss. 81-95, doi:10.18400/tjce.1462869.
Vancouver
1.Arife Günay, Sami Oğuzhan Akbaş. Modelling of Steady-State Seepage of an Embankment Dam Using Teaching-Learning Based Optimization Algorithm. tjce. 01 Mart 2025;36(2):81-95. doi:10.18400/tjce.1462869