Estimasi Angkutan Sedimen Dasar pada Saluran Sand Trap Daerah Irigasi Gumbasa Estimation of Bedload Sediment Transport at Sand-trap Channel of Gumbasa Irrigation Area
Main Article Content
Abstract
The Sulawesi River Basin Office 3 requires data on the characteristics of sediment grains to predict the frequency of sedimentation flushing. The Gumbasa Irrigation Area is located in the Palu valley area which extends from the headwaters of the Gumbasa River to the Kawatuna River in Palu City, namely: Gumbasa, Tanambulaya, Dolo, Sigi Biromaru and South Palu Districts. The Gumbasa Irrigation Area has an area of 1,737 Ha. This study aims to determine the amount of bedload sediment transport in the Sand Trap Channel of the Gumbasa Irrigation Area. In this research, bed load sampling, flow velocity and water depth in the channel were taken. Sampling was carried out in two seasons, namely at the beginning of the rainy season (February) and the end of the rainy season (March). The purpose of taking samples at two different times is to determine the difference in the amount of sediment transport at that time. The sediment samples are then tested in the laboratory to obtain grain diameter measurements with a passing percentage of 90% and 50% (D90 and D50). The data that has been obtained is then analyzed using the Meyer-Peter-Muller equation. The analysis results show that the amount of bedload sediment transport at the beginning of the rainy season using the Meyer-Peter-Muller equation is 184,966 m3/day, while at the end of the rainy season the amount of bedload sediment transport using the Meyer-Peter-Muller equation is 38,494 m3/day.
Article Details
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
References
Amri K., Mase, L. Z., Putra, A. M., 2023. Analisis Laju Sedimentasi pada Sungai Air Sambat Kabupaten Kaur Menggunakan Metode Meyer Peter Muller dan Van Rijn. Indonesian Journal of Contemporary Multidisciplinary Research (MODERN). 2(2): 151-164. https://doi.org/10.55927/modern.v2i2.3427
Andrian, I. dan Pranoto, W.A., 2020. Analisis Angkutan Sedimen Dasar Sungai Cibeet Dengan HEC-RAS dan Uji Laboratorium. JMTS. Jurnal Mitra Teknik Sipil, 3(1): 31- 38. https://doi.org/10.24912/jmts.v3i1.7050
Artia, Fatima., 2018. Analisa Karakteristik Sedimen dan Laju Sedimentasi Sungai Walanae Kabupaten Wajo. Skripsi, Jurusan Sipil Pengairan. Fakultas Teknik Universitas Muhammadiyah Makassar.
Asdak, C., 2004. Hidrologi dan Pengelolaan Daerah Aliran Sungai. Gajah Mada University Press, Yogyakarta.
Badaruddin, Satriawansyah, T. Faturrahman, 2017. Analisis Sedimentasi Pada Bendung Beringen Sila Desa Stowe Berang Kecamatan Utan Kabupaten Sumbawa. Jurnal Saintek Unsa, 2(1): 78 – 87. https://osf.io/preprints/inarxiv/26tmk/download https://doi.org/10.31227/osf.io/26tmk
Giri Putra, I. B., Saadi, Y., Suroso, A,. Hasim, Y., 2016. Analisis Sedimentasi Pada Saluran Utama Bendung Jangkok. Spektrum Sipil, 3(2): 208 – 214. https://spektrum.unram.ac.id/index.php/Spektrum/article/view/83
Hermawan, A., dan Afianto, E.M., 2021. Analisis Angkutan Sedimen Dasar (Bed Load) Pada Saluran Irigasi Mataram Yogyakarta. Jurnal Teknisia, 26(1): 20 – 30. https://journal.uii.ac.id/teknisia/article/view/17716 https://doi.org/10.20885/teknisia.vol26.iss1.art3
Hidayati, A.M., Yekti, M. I., Sujana, G.F.E.A., 2021. Analisis Besaran Sedimentasi dan Penanggulangannya di Hilir Tukad Unda Klungkung dengan Aplikasi Hec-GeoRAS, Media Komunikasi Teknik Sipil. 27(2): 161-169. https://doi.org/10.14710/mkts.v27i2.32225
Junaidi, 2016. Kajian Angkutan Sedimen Dasar Pedekatan Laju Angkutan Sedimen Tak Berdimensi Einstein (1950). Wahana Teknik Sipil, 17(1): 11 -22. https://jurnal.polines.ac.id/index.php/wahana/article/download/110/103
Marvin dan Pranoto, W. A., 2019. Studi Debit Angkutan Sedimen Dasar Sungai Citarum dengan Rumus Einstein, Shields, Schoklitsch dan Laboratorium. Jurnal Mitra Teknik Sipil, 22(4): 221 – 228. https://doi.org/10.24912/jmts.v2i4.6194
Oktavia S. R, Lipu, S., Amaliah, T., Mesi, E., 2019. Kajian Laju Angkutan Sedimen Dasar Pada Sungai Pondo Poboya. STABILITA Jurnal Ilmiah Teknik Sipil, 7(3): 287-297. https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/10061/7212
Pabinta, M., Sukri, S. A., Putri, S. T., 2019. Analisis Angkutan Sedimen Dasar Pada Hilir Sungai Kambu Kota Kendari. Jurnal Ilmiah Teknik Sipil, 7(2): 109 – 116. http://dx.doi.org/10.55679/jts.v7i2.8191
Pagayang, E.T., Halim, F., Hendratta, L.A., 2019. Analisis Angkutan Sedimen di Sungai Dinamuna Kabupaten Minahasa Utara. Jurnal Sipil STATIK. 7(7): 859 -568. https://ejournal.unsrat.ac.id/index.php/jss/article/view/24384
Rustiati N., B., 2017. Pemodelan Gerusan dan Sedimentasi Pada Saluran Berbahan Dasar Non-Kohesif dengan Aliran Tenggelam. Disertasi, Jurusan Teknik Sipil Konsentrasi Teknik Sumber daya Air Universitas Brawijaya. Malang.
Sudira, I. W., 2013. Analisis Angkutan Sedimen Pada Sungai Manhasan. Jurnal Ilmiah Media Engineering. 3(1): 54-57. https://media.neliti.com/media/publications/96952-ID-analisis-angkutan-sedimen-pada-sungai-ma.pdf
Sumardi, M.A., Hendrata, L.A., Halim, F., 2018. Analisis Angkutan Sedimen di Sungai Air Kolongan, Kabupaten Minahasa Utara, Jurnal Ilmiah Media Engineering, 3(1): 1043-1054. https://ejournal.unsrat.ac.id/index.php/jss/article/view/20862/20550
Susetyaningsih, A. dan Permana, S., 2016. Pengaruh Sedimentasi terhadap Penyaluran Debit Pada Daerah Irigasi Cimanuk. Jurnal Konstruksi Sekolah Tinggi Teknologi Garut. 14(1): 149 – 153. https://doi.org/10.33364/konstruksi/v.14-1.402