Analisis Rembesan Pada Bendungan Sindang Heula Menggunakan Metode Seepage Index dan Kriteria Tinggi Bendungan (In Press)
DOI:
https://doi.org/10.21009/jmenara.v21i2.61710Keywords:
Bendungan Sindang Heula, Gradien Hidraulik, Kriteria Tinggi Bendungan, Rembesan, Seepage IndexAbstract
Rembesan pada bendungan merupakan ancaman serius terhadap keamanan bendungan, dengan 47% kegagalan bendungan disebabkan erosi internal. Penelitian ini bertujuan mengevaluasi kondisi rembesan Bendungan Sindang Heula dengan metode seepage index dan kriteria tinggi bendungan menggunakan data instrumentasi lapangan. Data tekanan air pori dari Embankment Piezometer dan debit rembesan dari V-Notch dikumpulkan selama Januari 2020–Juni 2025. Analisis regresi linier diterapkan pada V-Notch dengan data tersaring curah hujan. Evaluasi menggunakan kriteria tinggi bendungan menunjukkan debit rembesan pada kondisi rendah, normal, dan maksimal masing-masing 0,034, 0,275, dan 0,323 liter/menit/meter, dengan status aman hingga antara (ambang batas ketidakamanan pada 0,56 liter/menit/meter). Metode Seepage Index menghasilkan nilai QI sebesar 0,025 (rendah), 0,039 (normal), dan 0,042 (maksimal), jauh di bawah ambang kritis (QI < 1). Kedua metode mengkonfirmasi Bendungan Sindang Heula dalam kondisi aman dengan integritas baik dan tidak berisiko terhadap piping atau erosi internal dalam jangka operasional saat ini.
References
Alamudi, W. F., Nurtjahjaningtyas, I., dan Wicaksono, L. A. (2025). Stability Analysis of Replacement Material in Dam Body at Meninting Dam. Rekayasa Sipil, 19(1), 39–47.
Bashar, N. A. M., Zainol, M. R. R. M. A., Aziz, M. S. A., Mazlan, A. Z. A., Zawawi, M. H., dan Manan, T. S. A. (2025). Comprehensive Review on Sustainable Dam Infrastructure: Issues and Challenges, Factors Causing Dam Failure and Future Direction in a Globally Changing Climate. Pertanika Journals Science & Technology, 33(3), 1387–1412.
BBWS Cidanau Ciujung Cidurian. (2018). As Built Drawing Pembangunan Bendungan Sindang Heula, Kab. Serang, Prov. Banten.
Buldan, R., Suharyanto, Najib, dan Sadono, K. W. (2021). Analisis Rembesan terhadap Keamanan Bendungan Kedung Ombo di Grobogan Jawa Tengah. Jurnal Teknik Hidraulik, 12(2), 79-92.
Chi, F., Carvajal, C., Breul, P., dan Peyras, L. (2025). Reliability Analysis of Backward Erosion Piping in an Embankment Dam Considering the Spatial Variability of Soil Properties. Scientific Reports, 15(1), 23974.
Fu, B., Pei, J., dan Ji, H. (2024). Numerical simulation of three-dimensional seepage field in a tailing pond under multiple operating conditions. Scientific Reports, 14(28027), 1-17.
Heitland, J dan Donaghy, H. (2021). Seepage and Stability Modeling Guidance for Embankment Dams. Denver: AECOM.
Khairiyah, M., Agoes, H. F., dan Hayati, F. (2025). Penilaian Kinerja Fisik Sungai Pahari sebagai Upaya Perbaikan Badan Sungai. Menara: Jurnal Teknik Sipil, 20(1), 66-75.
Kuntjoro, Aryananda, B., dan Khoiri, M. (2023). Seepage Analysis on the Embankment Body Zonal Type Dam in Bagong East Java Indonesia. International Journal of Research -GRANTHAALAYAH, 11(12), 32-43.
Liang, L., Tian, D., dan Li, Z. (2024). Internal Erosion Process and its Influence Factors in Widely Graded Loose Soils Due to Rainfall Infiltration. Frontiers in Earth Science, 12.
Look, B. G. (2007). Handbook of Geotechnical Investigation and Design Tables. London: Taylor & Francis.
Melani, A., Yusup, M. I., Sari, F. A., dan Ariwi, N. P. (2024). Analisis Rembesan dan Stabilitas Bendungan Margatiga dengan Metode Elemen Hingga Model 2D Menggunakan Software Plaxis CE V20. Journal of Sustainable Civil Engineering (JOSCE), 6(2), 172–184.
Nurnawaty, Suhardiman, dan Ihwan. (2018). Analisis Rembesan pada Bendungan Tipe Urugan. Jurnal Teknik Hidro, 11(1), 12-22.
Patra, F. M., Suharyanto, dan Sukamta. (2025). Integrated of Pore Water Pressure, Hydraulic Gradient and Time Lag for Early Warning System at Sindang Heula Dam. UKaRsT, 9(2), 122–137.
Peirson, W. L., dan Fell, R. (2025). Downstream Filter Control of Flow in Cracks in Embankment Dam Cores. European Journal of Environmental and Civil Engineering, 30, 1–21.
Putri, F. L., Listiawan, Y., dan Hendarmawan. (2024). Volumetrik Rembesan dalam Perencanaan Pembangunan Tubuh Bendungan Kolam Retensi X (Studi Kasus: Das Sanggai, IKN). Bulletin of Scientific Contribution: GEOLOGY, 22(2), 173–182.
Setyadi, A., Suharyanto, dan Edhisono, S. (2023). Analisis Respon Tekanan Air Pori terhadap Muka Air Waduk pada Bendungan Jatibarang. BENTANG: Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil, 11(1), .
Sugiyono. (2017). Metode Penelitian Kuantitatif, Kualitatif, dan R&D. Bandung: CV. Alfabeta Bandung.
Tran, D. Q., Nishimura, S., Senge, M., dan Nishiyama, T. (2020). Risk of Embankment Dam Failure from Viewpoint of Hydraulic Fracturing: Statistics, Mechanism, and Measures. Reviews in Agricultural Science, 8, 216-229.
Yoshida, H., Nakashima, K., dan Kawai, K. (2025). Effects of Heterogeneous Spatial Permeability of River Embankments on Seepage Behavior. International Journal of GEOMATE, 28(129), 97–104.
Yun, T., Butler, K. E., dan MacQuarrie, K. T. B. (2023). Investigation of Seepage Near the Interface Between an Embankment Dam and A Concrete Structure: Monitoring and Modelling of Seasonal Temperature Trends. Canadian Geotechnical Journal, 60(4), 453–470.
Zhang, C., Qin, M., Hong, L., dan Qi, Y. (2025). Seepage and Stability Analysis of Fractured Soil Slope Considering Permeability Anisotropy. Scientific Reports, 15(11059), 1-11.
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