Analysis of Sedimentation in the Mongiilo River Using the HEC-RAS Program Analisis Sedimentasi di Sungai Mongiilo Menggunakan Program HEC-RAS

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Syukron Indarwati
Rawiyah Husnan
Barry Yusuf Labdul

Abstract

The river flow that enters the dam has great potential in transporting large amounts of sediment from land erosion that occurs upstream. Sediment material that dissolves with the river flow will then settle in the dam as long as the water structure is in operation. Sedimentation occurs through the process of deposition of soil material which is transported by water or wind. Sedimentation in the riverbed are identified as the causing siltation of river body, irrigation canals, river mouths downstream, and can damage the cross section of the river and have an impact on the effective age of water buildings in the river, in this case the Bulango Ulu Dam. The research location is at the Mongiilo River, Owata Village, North Bulango District, Bone Bolango Regency. This study aims to analyze the sedimentation rate that occurs in the Mongiilo River using the HEC-RAS program. The data used in this study are primary and secondary data. The primary data used for this research was carried out by means of field surveys for sampling, while the secondary data used was obtained by means of literature review and interviews with related agencies such as the Balai Wilayah Sungai Sulawesi II. The results of the analysis in this study obtained that the sediment characteristics in Mongiilo River according to American Geophysical Union are dominated by medium sand, and the sediment transport rate obtained and close to the project data with a value of 200.674,83 tons/year which is using the Meyer-Peter Muller method is 175.484,796 tons/year.

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How to Cite
Indarwati, S., Husnan, R., & Labdul, B. Y. . (2025). Analysis of Sedimentation in the Mongiilo River Using the HEC-RAS Program: Analisis Sedimentasi di Sungai Mongiilo Menggunakan Program HEC-RAS. Jurnal Teknik Sumber Daya Air, 5(2). https://doi.org/10.56860/jtsda.v5i2.80
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References

Asdak, C., 2007. Hidrologi dan Pengelolaan Daerah Aliran Sungai. Yogyakarta: Gadjah Mada University Press.

Garde, R. & Raju, K., 1985. Mechanics of Sediment Transportation and Alluvial Stream Problems, Second Edition. India: Wiley Eastern Limited.

Horton, R. E., 1945. Erosional Development of Streams and Their Drainage Basins; Hydrophysical Approach to Quantitative Morphology. Bulletin of Geophysical Society of America. 275-370.

Hydrologic Engineering Center, 2016. HEC-RAS River Analysis System, Hydraulic Reference Manual 5.0. Davis, CA: US Army Corps of Engineers.

Istiarto, 2014. Simulasi Aliran Satu Dimensi dengan Bantuan Paket Program Hidrodinamika HEC-RAS. Modul Pelatihan Simple Geometry River. Yogyakarta.

Lestari, P. W., 2019. Studi Laju Sedimentasi Pada Sungai Bedadung Menggunakan Program HEC-RAS 5.0.5. Jember: Digital Repository Universitas Jember.

Nakulo, P., 2015. Analisis Erosi Sedimentasi di Sub Daerah Aliran Sungai Mongiilo. Gorontalo: UNG Repository.

Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat, 2015. Kriteria dan Penetapan Wilayah Sungai. No. 04/PRT/M/2015.

Rhamanda, R., 2019. Model Angkutan Sedimen Sedimen Sungai Kelekar dengan Menggunakan Program Aplikasi HEC-RAS. Palembang: Digital Repository Universitas Sriwijaya.

Smith, R., 1978. Development of a Flood Routing Model for Small Meandering Rivers. Ph.D Dissertation. Rolla, MO: Department of Civil Engineering, University of Missouri.

Soewarno, 1991. Pengukuran dan Pengolahan Data Aliran Sungai. Bandung: Penerbit Nova.

Tantowi, D. A., 2020. Kajian Sedimentasi di Saluran Irigasi Sekunder Menggunakan Program HEC-RAS versi 4.1. Jember: Repository UM Jember.