Pemodelan Fisik Konstruksi Kelompok Tiang dalam Mereduksi Aliran Super Kritis di Hilir Pintu Air Tipe Flap
DOI:
https://doi.org/10.26740/proteksi.v4n2.p67-73Keywords:
Aliran super kritis, bilangan froude, konstruksi kelompok tiang, pemodelan fisik, pintu airAbstract
Aliran super kritis di hilir pintu air dapat menjadi salah satu penyebab gerusan pada saluran. Oleh karena itu, sebelum masuk ke saluran, aliran super kritis di hilir pintu air perlu direduksi menjadi aliran sub kritis. Untuk mereduksi aliran kritis di hilir pintu air biasanya digunakan konstruksi kolam olak yang dikombinasikan dengan baffle block dan sill. Dalam penelitian ini, konstruksi kelompok tiang diuji sebagai pereduksi aliran super kritis di hilir pintu air tipe flap. Penelitian dilakukan dengan cara pemodelan fisik di laboratorium. Model konstruksi kelompok tiang yang diuji terdiri dari enam variasi. Hasil menunjukkan bahwa dalam enam variasi model konstruksi kelompok tiang yang diuji, aliran super kritis di hilir model pintu air tipe flap dapat diubah menjadi aliran sub kritis. Variasi yang paling efektif adalah Variasi IV. Pada variasi IV, model tiang dipasang paralel, tinggi model tiang 24 kali diameter model tiang, jarak antar model tiang 1/8 lebar flume, panjang model konstruksi kelompok tiang 1,95 kali jarak antara model konstruksi kelompok tiang dan model pintu air tipe flap.
References
Aamir, M., Ahmad, Z., Pandey, M., Khan, A. M., Aldrees, A., Mohamed, A. 2022. “The Effect of Rough Rigid Apron on Scour Downstream of Sluice Gates”, Water. Vol 14. No. 14.
Adib, M.R.M., Amirza, A.R.M., Wardah, T., Junaidah, A. 2015. “Effectiveness Using Circular Fibre Steel Flap Gate as a Control Structure Towards the Hydraulic Characteristics in Open Channel”, Soft Soil Engineering International Conference, IOP Publishing, pp. 1-9.
Aydin, M.C., Ulu, A.E. 2017. “Numerical Modelling of Sluice Gates with Different Baffle Types Under Submerged Flow Conditions”, Journal of Science and Technology. Vol. 7 No. 1.
Eltoukhy, M.A.R., Alsaydalani, M.O.A. 2019. “Hydraulic Jump Characteristics Downstream of a Sluice Gate with an Orifice”, International Journal of Scientific & Engineering Research. Vol. 10 No. 10.
Fahmiahsan, R., Mudjiatko, Rinaldi. 2018. “Fenomena Hidrolis pada Pintu Sorong”, Jom FTEKNIK. Vol. 5 No. 1.
Fitriansyah, M., Setiawan, I., Ridhani, M.Y. 2021. “Perencanaan Desain Pintu Air Otomatis Sebagai Upaya Mitigasi Genangan Akibat Pasang Air Sungai (Jl. Belitung Kota Banjarmasin)”, Jurnal Konstruksia. Vol. 13 No. 1.
Ghaderi, A., Dasineh, M., Aristodemo, F., Ghahramanzadeh, A. 2020. “Characteristics of Free and Submerged Hydraulic Jumps Over Different Macroroughnesses”, Journal of Hydroinformatics. Vol. 22 No. 6.
Ibrahim, M.M., Helmy, A., Alafrawi, M.A., El-Hazek, A.N. 2022. “Using Nanomaterial to Minimize the Local Scour Downstream of Sluice Gate”, Alexandria Engineering Journal. Vol. 61 No. 4.
Kamiana, I.M., Jaya, A.R. 2019. “Koefisien Manning Saluran Drainase di Ruas Jalan Bapuyu dan Jalan Lele Kota Palangka Raya”, Prosiding SNST ke-10 Tahun 2019, Fakultas Teknik Universitas Wahid Hasyim, pp.37-42.
Kim, Y., Choi, G., Park, H., Byeon, S. 2015. “Hydraulic Jump and Energy Dissipation with Sluice Gate”, Water. Vol. 7. No. 9.
Pudyono, Sunik. 2013. “Penentuan Kedalaman dan Pola Gerusan Akibat Aliran Superkritik di Hilir Pintu Air Menggunakan End Sill dan Buffle Block dengan Simulasi Model Integrasi Numerik”, Jurnal Rekayasa Sipil. Vol. 7 No. 2.
Rustiati, N.B., Suciani, N. 2022. “Kajian Pola Aliran di Hilir Pintu Sorong dengan Material Dasar Saluran Pasir Lempung”, Rekonstruksi Tadulako. Vol. 3 No 1.
Todar, E.Y., Nomeritae, Kamiana, I.M. 2021. “Perubahan Parameter Hidrolis pada Drainase Primer dengan Dinding Alami Akibat Sampah Padat”, Proteksi, Vol. 3 No. 2.
Urbański, J., Kiraga, M., Bajkowski, S. 2020. “The Impact of Energy Dissipation Devices on The Size of Local Scour Beds on The Sluice Gate Model”, Archives of Civil Engineering. Vol. 66 No. 4.
Zhu, C., Hao, W., Chang, X. 2014. “Vertical Velocity Distribution in Open-ChannelFlow with Rigid Vegetation”, The Scientific World Journal. Vol. 2014 No. 3.
Published
Issue
Section
License
Copyright (c) 2022 I Made Kamiana, Dwi Anung Nindito, Ayuni Wulandari
![Creative Commons License](http://i.creativecommons.org/l/by-nc/4.0/88x31.png)
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
![](https://journal.unesa.ac.id/public/site/grafik.png)
![](https://journal.unesa.ac.id/public/site/pdf.png)
![](https://journal.unesa.ac.id/public/site/pdf.png)