Reservoir storage simulation of Sepaku Semoi Dam Penajam Paser Utara Regancy
R.W. SAYYID KAMIL, WAHYU SEJATI
Abstract. The Sepaku Semoi Dam is located in East Kalimantan Province. This dam aims to supply raw water supply for the IKN area, North Penajam Paser Regency, and Balikpapan City. Population growth and the Government’s plan to move the Country’s Capital City to East Kalimantan Province encourage the high demand for raw water, so that in fulfillment it requires the construction of dams. In addition to being able to supply water continuously, the dam must also be safe from failure due to overtopping. The rainfall used is from the Tropical Rainfall Measuring Mission satellite, with the design flood discharge using the Nakayasu Synthetic Unit Hydrograph method. The mainstay discharge comes from BWS Kalimantan IV. The results of flood routing of the Sepaku Semoi Dam do not have the potential for overtopping with the highest elevation Q1000 + 23.636 m and QPMF + 24.475 m. The need for raw water in the short-term projection is 1.55 m3/s medium term 3.60 m3/s and long term 4.94 m3/s. From the reservoir storage simulation, the largest outflow discharge was obtained with a short-term raw water demand of 2,330,433 m3/0.5 months, a medium-term of 5,164,353 m3/0.5 months, and a long-term of 7,001,073 m3/0.5 months. With this, the highest reliability opportunity in the simulation of short-term raw water needs is 100%, the highest failure is 0%, the medium-term highest reliability is 100%, the highest failure is 92%, and the long-term highest reliability is 71%, the highest failure is 100%.
Keywords
Domestic Water Demand, Flood Routing, Reservoir Storage Simulation
Published online 2/25/2025, 8 pages
Copyright © 2025 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA
Citation: R.W. SAYYID KAMIL, WAHYU SEJATI, Reservoir storage simulation of Sepaku Semoi Dam Penajam Paser Utara Regancy, Materials Research Proceedings, Vol. 48, pp 815-822, 2025
DOI: https://doi.org/10.21741/9781644903414-88
The article was published as article 88 of the book Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions
Content from this work may be used under the terms of the Creative Commons Attribution 3.0 license. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.
References
[1] R. J. Kodoatie, “Tata ruang air tanah,” Yogyakarta Andi Press, no. 7, p. 104658, 2010.
[2] S. Wulandari, A. Sabar, T. Setiadi, and B. Kurniawan, “Markov Analysis of Water Discharge As an Indicator of Surface Water Security of the Bandung Basin,” J. Pendidik. IPA Indones., vol. 10, no. 4, pp. 596-606, 2021. https://doi.org/10.15294/jpii.v10i4.28974
[3] S. Sosrodarsono, Takeda, and Kensaku, “Bendungan Type Urugan,” Pradnya Paramita, p. 327, 1977.
[4] PERPAMSI, “Kerja Keras Gali Sumber Air Baku Baru,” PERPAMSI, 2021. https://perpamsi.or.id/berita/kerja-keras-gali-sumber-air-baku-baru.
[5] C. D. Soemarto, “Hidrologi Teknik Edisi Ke – 2,” Penerbit Erlangga, Jakarta., pp. 23-34, 1987.
[6] M. Mustafa and M. . Yusuf, A Text Book Of Hydrology and Water Resources, Revissed. Tops Merit Page Publishing, 2012.
[7] B. Triadmojo, “Hidrologi Terapan,” Buku Hidrol. Terap., 2008.
[8] D. S. Krisnayanti, D. F. B. Welkis, F. M. Hepy, and D. Legono, “Evaluasi Kesesuaian Data Tropical Rainfall Measuring Mission (TRMM) dengan Data Pos Hujan Pada Das Temef di Kabupaten Timor Tengah Selatan,” J. Sumber Daya Air, vol. 16, no. 1, pp. 51-62, 2020. https://doi.org/10.32679/jsda.v16i1.646
[9] J. Fredrik, T. Sudinda, and W. Sejati, “Analisis Tinggi Muka Air Pada Kawasan Sungai Ciliwung MT. Haryono – Pintu Air Manggarai Dengan Program HEC-RAS 4.1.0,” Pros. Semin. Intelekt. Muda, vol. 3, no. 1, pp. 100-106, 2021. https://doi.org/10.25105/psia.v3i1.13028
[10] L. M. Limantara, Rekayasa Hidrologi, I. Yogyakarta: ANDI, 2018.
[11] Sudjarwadi, PENGEMBANGAN SUMBER DAYA AIR, III. Yogyakarta: Jurusan Teknik Sipil dan Lingkungan UGM Yogyakarta, 2021.
[12] L. W. Mays, T. Koung, and Yeow, Hydrosystems Engineering And Mangement. New York: McGraw – Hill, 1992.
[13] P. Perencanaan, B. Tingkat, and K. Pengantar, Modul pengaturan dan konsepsi keamanan bendungan pelatihan perencanaan bendungan tingkat dasar 2017. 2017.
[14] Soedibyo, Teknik Bendungan. Jakarta: Pradnya Paramita, 1993.
[15] A. Nadjaji, Rekayasa Sumber Daya Air, II. Surabaya: ITS Press, 2012.
[16] L. M. Limantara and W. R. Putra, “Analisa Keandalan Tampungan Waduk di Embung Tambak Pocok Bangkalan,” J. Teor. dan Terap. Bid. Rekayasa Sipil, vol. 23, no. 2, pp. 127-134, 2016.
[17] M. Infantri Yekt, T. Gde Raka Wijakesuma, and K. Diana Harmayan, “Evaluasi Pola Operasi Waduk Tamblang di Kabupaten Buleleng Provinsi Bali,” J. Tek. Pengair., vol. 11, no. 2, pp. 116-127, 2020. https://doi.org/10.21776/ub.pengairan.2020.011.02.05
[18] C. Asdak, Hidrologi dan Pengelolaan Daerah Aliran Sungai, VII. Kalimantan Tengah: Gadjah Mada University Press, 1995.
[19] R. Farida and S. Andajani, “Simulasi Pola Operasi Waduk Leuwikeris Jawa Barat,” Pros. Semin. Intelekt. Muda, vol. 1, no. 1, pp. 199-204. https://doi.org/10.25105/psia.v1i1.5947
[20] A. N. Rahmasary, “Management Comparison of Water-Related Challenges in Asian Cities : the Study Case of Water,” p. 112, 2017.
