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Sedimentation Evaluation of Downstream Reaches of River Badung by Applying HEC-GeoRAS and USLE Method

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Abstract

The estuary of River Badung is a containment for the Nusa Dua Estuary Reservoir, which requires an assessment of sedimentation and sediment transport to determine potential reductions in its storage capacity. Therefore, this study aims to quantify and optimize the transported sediment obtained through various control measures, accompanied by the analysis of sedimentation distribution patterns in the lower reaches of River Badung. In this study, three simulation methods were used, (1) Hydrologic Engineering Center’s-River Analysis System (HEC-RAS) was applied to analyze sediment transport, (2) Aeronautical Reconnaissance Coverage Geographic Information System (ArcGIS) was implemented to process geometry data and then exported with Hydrologic Engineering Center’s-Geospatial River Analysis System (HEC-GeoRAS), and (3) Universal Soil Loss Equation (USLE) method was used to optimize sedimentation control. The results showed that River Badung had significant erosion, with sediment volume determined by USLE and HEC-RAS methods being 8040 m3 and 8740 m3, respectively. This emphasized a difference of 697 m3 or 8.66%, with the condition of sediment control structures yielding the following outputs, (1) the structures of check dams 1 and 4 required a thorough repair, (2) the capacity of check dams 2 was almost full, and (3) check dams 3 was full. Based on these results, check dams 5 and groundsill were capable of accommodating sediment, with reservoir (check dams 5) needing adjustment for appropriate functioning.

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Source: Secondary data processing

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Source: Adapted map sourced from Abd.Rahman As-Syakur, Udayana University [30]

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Source: Secondary data processing

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Source: Denpasar Government Website, 2020

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Source: Water resources research and development center, 2014

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Authors and Affiliations

  1. Department Civil Engineering and Planning Education, Faculty of Engineering, Universitas Negeri Yogyakarta, Jl. Karangmalang, Yogyakarta, Indonesia

    Mawiti Infantri Yekti

  2. Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University, Jl. P B Sudirman Denpasar, Bali, Indonesia

    Ni Made Vania Sukmasari Marsha & Anissa Maria Hidayati

  3. Prof. Em. Land and Water Development, IHE-Delft, Lelystad, The Netherlands

    Bart Schultz

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  1. Mawiti Infantri Yekti
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Contributions

“All authors contributed to the study conception and design. Material preparation, data collection and analysis were performed by Ni Made Vania Sukmasari Marsha, Mawiti Infantri Yekti, Anissa Maria Hidayati and Bart Schultz. The first draft of the manuscript was revised and edited by Mawiti Infantri Yekti, Ni Made Vania Sukmasari Marsha and Bart Schultz, all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.”

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Correspondence to Mawiti Infantri Yekti.

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“The authors have no relevant financial or non-financial interests to disclose.” This study originally academic study in our faculty, Faculty of Engineering, Udayana University, Bali, Indonesia and collaboration writing with Prof. em Bart Schultz, Land and Water Development, IHE-Delft, Lelystad, the Netherlands”.

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Yekti, M.I., Marsha, N.M.V.S., Hidayati, A.M. et al. Sedimentation Evaluation of Downstream Reaches of River Badung by Applying HEC-GeoRAS and USLE Method. Arab J Sci Eng (2024). https://doi.org/10.1007/s13369-024-09232-x

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