DOI: https://doi.org/10.14710/teknik.v46i2.67990

Analysis of Erosion and Sedimentation Rates in Karian Reservoir using the USLE Method on the Reservoir's End-of-Life Capacity

*Samuel Seprian Pakpahan  -  Department of Civil Engineering, Diponegoro University, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Sri Sangkawati Sachro  -  Department of Civil Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Suharyanto Suharyanto  -  Department of Civil Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Open Access Copyright (c) 2025 TEKNIK

How to cite (IEEE): S. S. Pakpahan, S. S. Sachro, and S. Suharyanto, "Analysis of Erosion and Sedimentation Rates in Karian Reservoir using the USLE Method on the Reservoir's End-of-Life Capacity," TEKNIK, vol. 46, no. 2, pp. 181-191, Mar. 2025. https://doi.org/10.14710/teknik.v46i2.67990
Citation Format:
Abstract

Karian Reservoir is a multipurpose reservoir designed to meet raw water needs, provide irrigation water supply, reduce flooding, and generate micro-hydropower potential. It has a dead storage capacity of 46.4 million m³ with a projected service life of 100 years, based on the time required for sediment to fill the dead storage. The planned sedimentation rate of 579,162 m³/year was determined using an empirical formula derived from sediment curves based on tributary surveys conducted in 1995. If sedimentation exceeds dead storage capacity, the reservoir's lifespan and ability to meet water demands will be compromised, making it crucial to analyze sedimentation rates and distribution. Erosion rate analysis using the USLE method for the period 2017-2023 resulted in an average erosion rate of 1,249,177.27 tons/year, with a Sediment Delivery Ratio of 0.304 and a trap efficiency of 95%, leading to a sedimentation rate of 328,397.28 tons/year. The sediment deposition distribution over 100 years, estimated using the Empirical Area Reduction Method, indicated that the new base level would rise by 10.17 meters to an elevation of 30.17 meters. The remaining dead storage capacity is 21.12 million m³ (45.48%), with an effective storage capacity of 112.83 million m³ (96.38%). Theoretically, Karian Reservoir can still achieve its full service life.

.

Fulltext View|Download
Keywords: Engineering; Karian Reservoir; Erosion; Universal Soil Loss Equation (USLE); Sedimentation; Empirical Area Reduction Method

Article Metrics:

Article Info
Section: Artikel
Language : EN
Recent articles
The Impact of Sepaku Semoi Dam Construction on the Reduction of Tengin River Discharge Using the HEC-HMS Model Slope Stability Analysis with Bore Piles for Landslide Prevention Using Plaxis LE 2D Analysis of Water Availability at Margatiga Dam More recent articles
Most cited articles
Modifikasi Pati Sukun (Artocarpus Altilis) dengan Teknik Oksidasi Menggunakan Hidrogen Peroksida Tanpa Katalis KARAKTERISTIK AKTIVITAS PEDAGANG KAKI LIMA PADA KAWASAN KOMERSIAL DI PUSAT KOTA Studi Kasus: Simpang Lima, Semarang PROSPEK INDUSTRI GALANGAN KAPAL DALAM NEGERI GUNA MENGHADAPI PERSAINGAN GLOBAL PENGENALAN STABILISASI TANAH DENGAN JET GROUTING Analisa Metode Pengukuran Berat Badan Manusia Dengan Pengolahan Citra More cited articles
  1. Abhipraya, R., Bisri, M., & Dermawan, V. (2024). Pendugaan Laju Erosi Menggunakan Metode USLE Pada DAS Kedunggaleng Kabupaten Probolinggo Provinsi Jawa Timur. Jurnal Teknologi Dan Rekayasa Sumber Daya Air, 4, 1438–1448. https://doi.org/10.21776/ub.jtresda.2024.004.02.144
  2. Achsan, A., Bisri, M., & Suhartanto, E. (2015). Analisis kecenderungan sedimentasi waduk bili-bili dalam upaya keberlanjutan usia guna waduk. Jurnal Teknik Pengairan, 6(1), 30–36
  3. Aribowo, T., Sangkawati, S., & Atmodjo, P. (2020). Analisis Distribusi Sedimen dan Laju Erosi Pada Waduk Temef. Siklus : Jurnal Teknik Sipil, 6, 26–37. https://doi.org/10.31849/siklus.v6i1.3699
  4. Dariah, A., Subagyo, H., Tafakresnanto, C., & Marwanto, S. (2004). Kepekaan tanah terhadap erosi. Teknologi Konservasi Tanah Pada Lahan Kering Berlereng, 7–30
  5. Dinas Lingkungan Hidup Kabupaten Lebak. (2022). Dokumen Informasi Kinerja Pengelolaan Lingkungan Hidup Daerah Kabupaten Lebak
  6. Hajigholizadeh, M., Melesse, A. M., & Fuentes, H. R. (2018). Erosion and sediment transport modelling in shallowwaters: A review on approaches, models and applications. In International Journal of Environmental Research and Public Health (Vol. 15, Issue 3). MDPI. https://doi.org/10.3390/ijerph15030518
  7. Hidayati, A. M., Yekti, M. I., Eka, G. F., & Sujana, A. (2021). Analisis Besaran Sedimentasi dan Penanggulangannya di Hilir Tukad Unda Klungkung dengan Aplikasi Hec-GeoRAS. In Media Komunikasi Teknik Sipil (Vol. 27, Issue 2)
  8. Irawati Putri, A. (2017). Kajian Distribusi Sedimentasi Waduk Bening Kabupaten Madiun (Emperical Area Reduction Method Dan Area Increment Method) Study of Sedimentation Distribution in Bening Reservoir at Madiun District (Emperical Area Reduction Method dan Area Increment Method). Media Teknik Sipil, 15, 1–9. http://ejournal.umm.ac.id/index.php/jmts/article/view/4490
  9. Issa, I., Al-Ansari, N., Sherwani, G., & Knutsson, S. (2016). Evaluation and Modification of Some Empirical and Semi-empirical Approaches for Prediction of Area-Storage Capacity Curves in Reservoirs of Dams. International Journal of Sediment Research, 32, 127–135. https://doi.org/10.1016/j.ijsrc.2015.12.001
  10. Kironoto, B. A., & Yulistiyanto, B. (2000). Diktat kuliah hidraulika transpor sedimen. PPS-Teknik Sipil, Yogyakarta
  11. Mahmud, G., Darsono, S., & P, T. T. (2020). Analisis Sedimentasi Dan Prediksi Distribusi Sedimen Di Waduk Tilong Kabupaten Kupang. Rang Teknik Journal, 3(2), 227–233. https://doi.org/10.31869/rtj.v3i2.1788
  12. Marhendi, T. (2018). Analisa Perubahan Volume Sedimentasi Waduk Pangsar Soedirman Menggunakan Karakteristik Curah Hujan Berbasis Universal Soil Loss Equation (USLE). TEKNIK, 39(2), 120–125. https://doi.org/10.14710/teknik.v39n2.13763
  13. Moehansyah, H., Maheshwari, B. L., & Armstrong, J. (2002). Impact of land-use changes and sedimentation on the Muhammad Nur Reservoir, South Kalimantan, Indonesia. Journal of Soils and Sediments, 2(1), 9–18. https://doi.org/10.1007/BF02991245
  14. Morris, G., & Fan, J. (2010). Reservoir Sedimentation Handbook (Electronic Version). McGraw-Hill
  15. Pamuji, A., & Ikhsan, C. (2017). The Prediction of Wonogiri Dam’s Service Life Using Point Integrated Sampling. Regional Conference in Civil Engineering (RCCE) The Third International Conference on Civil Engineering Research (ICCER)
  16. Reseda, A. (2022). Protokol Prediksi Sedimentasi Waduk. UI
  17. Siwu, W. P., Sangkawati, S., & Sriyana, I. (2021). Kajian Distribusi Sedimentasi Terhadap Umur Rencana Waduk Ciawi Di Kabupaten Bogor. Rang Teknik Journal, 4(2), 211–219. https://doi.org/10.31869/rtj.v4i2.2321
  18. SNVT Pembangunan Bendungan Karian. (2015). Review Design of Construction of Karian Multipurpose Dam Project
  19. Tukaram, S., Pt, N., & Mr, G. (2016). Comparison of area reduction method and area increment method for reservoir sedimentation distribution-Case study Ujjani dam. In International Journal of Research in Advanced Engineering and Technology (Vol. 2). www.engineeringresearchjournal.com
  20. Vioni Auliya Damayanti, Tri Budi Prayogo, & Rini Wahyu Sayekti. (2023). Analisa Dampak Sedimen Terhadap Usia Guna Waduk Plumbon. Jurnal Teknologi Dan Rekayasa Sumber Daya Air, 3(2), 346–356. https://doi.org/10.21776/ub.jtresda.2023.003.02.030
  21. Widodo, A., & Suyana, J. (2015). Metode USLE untuk Memprediksi Erosi Tanah dan Nilai Toleransi Erosi Sebuah Sistem Agricultural di Desa Genengan Kecamatan Jumantono Karanganyar USLE Method for Prediction Soil Erosion and Tolerated Erosion Value an Agricultural Systems in Genengan Village District Jumantono Karanganyar. Agrosains, 17(2), 39–43
  22. Zefri, R., Ari Wulandari, D., Soedarto, J., Kecamatan Tembalang, T., Semarang, K., & Tengah, J. (2022). Jurnal Teknik Sipil. 11(2)

Last update:

No citation recorded.

Last update: 2025-04-20 07:19:20

No citation recorded.