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In general, the current performance evaluation of the Mamak Dam falls into the “fairly good” category, even in the aftermath of the earthquake event with a magnitude of 6.5 Mw in 2018. However, the presence of leakage on the downstream slope has become an issue that requires attention. This study analyses seepage using GeoStudio and Slide Rocscience software. The seepage rates obtained from instrument readings exceed those calculated by GeoStudio and Slide Rocscience software. All of the obtained seepage rate results do not surpass the maximum allowable seepage rate requirements. The most critical gradients are from flood water level cases in Saddle Dam-1 and Saddle Dam-2. They reached values of 0.35 and 0.34, which fall below the maximum hydraulic gradient.
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Deutsche Institut für Normung [DIN], (2004). Stauanlagen. Teil 12: Hochwasserrückhaltebecken (DIN 19700-12). Berlin: Deutsche Institut für Normung.
Elshemy, M., Nasr, R. I., Bahloul, M. M. & Rashwan, I. M. (2002). The effect of blockages through earth dams on the seepage characteristics. Faculty of Engineering, Tanta University, Egypt (Vol. 55, Issue June).
Ersoy, B. & Haselsteiner, R. (2018). The seepage analysis of the embankment dams of a flood retention basin in Poland. Marseille: Commission Internationale des Grands Barrages.
Foster, M., Fell, R. & Spannagle, M. (2000). The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal, 37 (5), 1000–1024. https://doi.org/10.1139/t00-030 (Crossref)
GEO-SLOPE International (2023). Roads, Bridges and Embankments. Calgary, Alberta, Canada. T2p 2Y5, Canada. Retrieved from: https://www.geoslope.com/solutions/roads-bridges-and-embankments [accessed: 01.07.2024].
Halim, N. (2023). Analysis of Mamak Dam behavior under different water levels in the reservoir (MSc thesis). Warsaw University of Life Sciences, Warsaw.
Himanshu, N. & Burman, A. (2019). Seepage and Stability Analysis of Durgawati Earthen Dam: A Case Study. Indian Geotechnical Journal, 49 (1), 70–89. https://doi.org/10.1007/s40098-017-0283-1 (Crossref)
Huda, A. L., Wardani, S. P. R. & Suharyanto, S. (2019). Evaluation of pore water pressure and water leakage in Panohan dam. Reka Buana: Scientific Journal of Civil Engineering and Chemical Engineering, 4 (2), 26. https://doi.org/10.33366/rekabuana.v4i2.1372 (Crossref)
International Commission on Large Dams [ICOLD], (2018). Flood Evaluation and Dam Safety. Bulletin 170. Paris.
International Commission on Large Dams [ICOLD], (2019). World Declaration on Dam Safety. Porto.
Ismail, M. A. M., Ng, S. M. & Gey, E. K. (2012). Stability analysis of kelau earth-fill dam design under main critical conditions. Electronic Journal of Geotechnical Engineering, 17W, 3209–3219.
Kirra, M. S., Zeidan, B. A., Shahien, M. & Elshemy, M. (2015). Seepage analysis of Walter F. George Dam, USA: A case study. International Conference on Advances in Structural and Geotechnical Engineering. ICASGE’15, 6, 13. Retrieved from: https://www.researchgate.net/publication/280308070 [accessed: 01.07.2024].
Koerner, R. M. (2012). Designing with Geosynthetics (p. 118). Xlibris, USA. Retrieved from: https://www.scribd.com/read/523929953/Designing-with-Geosynthetics-6Th-Edition-Vol-1 [accessed: 01.07.2024].
Komisi Keamanan Bendungan [KKB], (2020). Dam Operational Improvement and Safety Project (DOISP). The Indonesian Dam Safety Commission. Jakarta.
Nurnawaty, Suhardiman & Ihwan (2018). Analysis of water leakage in embankment dams (laboratory simulation test). Jurnal Teknik Hidro, 11 (1), 12–22. https://doi.org/10.26618/th.v11i1.2436 (Crossref)
PT. Raya Konsult. (2022a). Geological & geotechnical investigation report of Mamak Dam. In Preparation & Legalization of Dam Operational Permit in Sumbawa I Island. Jakarta: Ministry of Public Works & Housing (MPWH).
PT. Raya Konsult. (2022b). Hydrology report of Mamak Dam. In Preparation & Legalization of Dam Operational Permit in Sumbawa I Island. Jakarta: Ministry of Public Works & Housing (MPWH).
Quies, L. (2002). Guidance on typical seepage losses from earth dams. Seepage Analysis. Retrieved from: http://what-when-how.com/Tutorial/topic-topic-8958bvhr/Geotechnical-Investigation-and-Design-Tables-225.html [accessed: 01.07.2024].
Samekto, C. & Azdan, M. D. (2008). The critical condition of dams in Indonesia. National Conference on Large Dams. Retrieved from: https://www.researchgate.net/publication/293491589 [accessed: 01.07.2024].
Sujono, J. (2012). Hydrological analysis of the Situ Gintung dam failure. Journal of Disaster Research, 7 (5), 590–594. https://doi.org/10.20965/jdr.2012.p0590 (Crossref)
Utepov, Y., Lechowicz, Z., Zhussupbekov, A., Skutnik, Z., Aldungarova, A. & Mkilima, T. (2022). The Influence of Material Characteristics on Dam Stability Under Rapid Drawdown Conditions. Archives of Civil Engineering, 68 (1), 539–553. https://doi.org/10.24425/ace.2022.140184 (Crossref)
Wulandari, P. S. & Tjandra, D. (2019). Analysis of the impact of reservoir water level fluctuations on dam slope stability using the PLAXIS 2D software. Civil Engineering Communication Media, 24 (2), 113. https://doi.org/10.14710/mkts.v24i2.17780 (Crossref)
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- Noor Halim, Zbigniew Lechowicz, Mirosław Lipiński, Stability analysis of the Mamak Dam’s behaviour under various water levels in the reservoir , Acta Scientiarum Polonorum. Architectura: Vol. 24 (2025)
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