DOI: https://doi.org/10.14710/teknik.v46i1.67652

Simulation Analysis of Base Year Operation Pattern Method of Marangkayu Reservoir East Kalimantan Province

*Gonzales Sihite  -  Department of Civil Engineering, Universitas Diponegoro, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275|Universitas Diponegoro, Indonesia
Hari Nugroho  -  Departemen Teknik Sipil, Universitas Diponegoro, Indonesia
Open Access Copyright (c) 2025 TEKNIK

Citation Format:
Abstract

Marangkayu is a multi-purpose dam that serves irrigation water needs for a functional area of 1,500 hectares and provides raw water supplementation of approximately 450 liter per second. One of the requirements for impounding certification involves the preparation of an operational guideline for the dam. Therefore, this study aims to analyze the reservoir operation pattern by simulating water availability and demand. The reservoir operation pattern is determined through simulations based on calculations of water inflow, water demand, and losses, constrained by the reservoir's storage capacity. The simulation calculations employ the baseline year method, which includes dry years, normal years, and wet years. Reservoir water availability simulations are conducted under three conditions: dry year (probability of being equaled or exceeded 65%), normal year (probability of being equaled or exceeded 50%), and wet year (probability of being equaled or exceeded 35%). The results of this study indicate that the simulation of Marangkayu reservoir's operation pattern for dry, normal, and wet conditions can sufficiently meet the water needs for a functional irrigation area of 1,500 hectares with a cropping pattern of rice–rice–secondary crops, raw water demand of 450 liter per second, and river maintenance flow of 0.848 m³/second.

Fulltext View|Download
Keywords: Marangkayu Dam; reservoir operation pattern; baseline year; inflow; outflow; engineering

Article Metrics:

Article Info
Section: Artikel
Language : EN
Recent articles
BENOSIN: Bread Waste Bioethanol Conversion Unit as an Innovation in Bioethanol Production Using Apple Peels to Achieve a Sustainable Green Economy IoT and Machine Learning-Based Electric Vehicle Development Strategy to Maximize Vehicle Life and Promote Green Mobility Hydrotreated Vegetable Oil From Palm Oil Sludge As A Equitable Energy Strategy For Transportation Comparison of Rainfall -Runoff Models with F.J. Mock and NRECA to Determine Water Availability of Rukoh Reservoir, Aceh Simulation Analysis of Base Year Operation Pattern Method of Marangkayu Reservoir East Kalimantan Province More recent articles
Most cited articles
PENURUNAN MODEL PERMUKAAN DIJITAL (DSM) MENJADI MODEL ELEVASI DIJITAL (DEM) DARI CITRA SATELIT ALOS PALSAR (Studi kasus: NAD Bagian Tenggara, Indonesia) PEMANFAATAN KREDIT MIKRO PERUMAHAN BAGI MASYARAKAT BERPENGHASILAN RENDAH DI BMT MITRA KHASANAH KOTA SEMARANG PENGOLAHAN DATA GEOLISTRIK DENGAN METODE SCHLUMBERGER KINETIKA REAKSI ESTERIFIKASI GLISEROL DAN ASAM ASETAT MENJADI TRIACETIN MENGGUNAKAN KATALIS ASAM SULFAT PERENCANAAN DAN PENGANGGARAN KAMPUS BERKELANJUTAN: GREEN CAMPUS UNIVERSITAS DIPONEGORO More cited articles
  1. Andari, R. (2024). Validasi Data Satelit Tropical Rainfall Measurement Missiondengan Menggunakan Pengamatan Curah Hujan. Jurnal Serambi Engineering, 9(1), 7690–7697
  2. Andita, W., & Lipu, S. (2020). Analisis Ketersediaan Air DAS Sausu Untuk Kebutuhan Air Pada DI Sausu Bawah, Kabupaten Parigi Moutong. Rekonstruksi Tadulako: Civil Engineering Journal on Research and Development, 63–74
  3. Dengo, D. F., Sumarauw, J. S. F., & Tangkudung, H. (2016). Analisis Neraca Air Sungai Ranowangko. TEKNO, 14(65)
  4. Dzisofi Amelia, E., Wahyuni, S., & Harisuseno, D. (2021). Evaluasi Kesesuaian Data Satelit sebagai Alternatif Ketersediaan Data Evaporasi di Waduk Wonorejo. Jurnal Teknik Pengairan, 12(2), 127–138. https://doi.org/10.21776/ub.pengairan.2021.012.02.05
  5. Farida, R., & Andajani, S. (2019). Simulasi Pola Operasi Waduk Leuwikeris Jawa Barat. 199–204
  6. Kementerian PUPR. (2017). Modul 8 Operasi Waduk
  7. Maulana, R., Hadiani, R. R., & Ikhsan, C. (2020). Analisis Pola Operasi Waduk Sangiran. Jurnal Riset Rekayasa Sipil Universitas Sebelas Maret, 4(1), 40–45
  8. Priyonugroho, A. (2014). Analisis Kebutuhan Air Irigasi (Studi Kasus Pada Daerah Irigasi Sungai Air Keban Daerah Kabupaten Empat Lawang). Jurnal Teknik Sipil Dan Lingkungan, 2(3)
  9. Sachro, S. S., Sugiyanto, S., & Budieny, H. (2013). Perkiraan Koefisien-koefisien Karakteristik Daerah Aliran Sungai Krengseng untuk Membangun Kurva-Durasi Debit. Media Komunikasi Teknik Sipil, 19(1), 19–26
  10. Samosir, C. S., Soetopo, W., & Yuliani, E. (2015). Optimasi pola operasi waduk untuk memenuhi kebutuhan energi Pembangkit Listrik Tenaga Air. Jurnal Teknik Pengairan, 6(1)
  11. Sanjaya, S., Yudianto, D., Adidarma, W., & Fitriana, F. (2022). Studi Pemanfaatan Curah Hujan Bulanan Satelit GPM di Kawasan Bandung Raya dengan Validasi Silang Monte-Carlo. Jurnal Rekayasa Konstruksi Mekanika Sipil, 05
  12. Soetopo, W. (2010). Operasi Waduk Tunggal. Malang: Citra Malang
  13. Ubaidah M.I, Noerhayati E, & Rachmawati A. (2020). Ubaidah. Rekayasa Sipil, 8
  14. Wang, S., Liu, J., Wang, J., Qiao, X., & Zhang, J. (2019). Evaluation of GPM IMERG V05B and TRMM 3B42V7 Precipitation products over high mountainous tributaries in Lhasa with dense rain gauges. Remote Sensing, 11(18), 2080

Last update:

No citation recorded.

Last update: 2025-03-27 07:39:55

No citation recorded.