Analisis Distribusi Debit Aliran pada Pelimpah dengan Variasi Model Bangunan Peluncur
Keywords:
Discharge flow, Spillway, Straight, Stepped chutes, Type flowAbstract
Spillway is a structure in a dam designed to drain excess water into a downstream river. The purpose of this study was to determine the water level in the stepped and ladderless chutes and to determine the type of flow that occurs in the stepped and non-stepped chutes. The research method is a laboratory experiment and the data obtained is based on the results of observations made at the Hydraulics Laboratory of the University of Muhammadiyah Makassar. After passing through the launcher building, the water level in the 1st aperture ladder launcher is 2.7 cm, 2.9 cm in the 2nd opening, 2.9 cm in the 3rd opening. The water level in the ladderless launcher at the 1st opening is 3 cm, at the second opening is 3.5 cm, at the 3rd opening is 3.9 cm so that it can be concluded that the shape of the launcher structure influences the water level, thus the water level at ladderless launcher is larger than ladderless launcher. After passing through the launcher building, the Reynolds number on the stepped launcher with the 1st opening is 8301, on the 2nd opening is 8811, on the 3rd opening is 9061. to 3 of 26,103.
References
Alam, Sam Sapriadi, and Marlina. 2020. ‘Perbandingan Karakteristik Aliran Dan Gerusan Pada Bangunan Peluncur Lurus Dan Vertangga Dengan Menggunakan Bangunan Peredam USBR III’. Universitas Muhammadiyah Makassar. https://digilibadmin.unismuh.ac.id/upload/11315-Full_Text.pdf.
Ali, Muhammad Yunu, Husaiman Husaiman, and Muh. Ilham Nur. 2018. ‘Karakteristik Aliran Pada Bangunan Pelimpah Tipe Ogee’. Teknik Hidro 11 (1): 72–82. https://doi.org/10.26618/th.v11i1.2441.
Chanson, H. 2004. ‘Drag Reduction in Skimming Flow on Stepped Spillways by Aeration’. Journal of Hydraulic Research 42 (3): 316–22. https://doi.org/10.1080/00221686.2004.9728397.
Daties, Yuni Cahya S. 2012. ‘Kajian Perubahan Pola Gerusan Pada Tikungan Sungai Akibat Penambahan Debit’. Universitas Hasanuddin. https://core.ac.uk/download/pdf/25491609.pdf.
Fouz, Infaz. 2001. ‘Fluid Mechanics’. University of Oxford.
Harisnor, Al, and Maya Amalia. 2016. ‘Analisa Parameter Hidraulik Pada Sungai Veteran Kota Banjarmasin’. Poros Teknik 8 (2): 97–103. https://media.neliti.com/media/publications/126060-ID-analisa-parameter-hidraulik-pada-sungai.pdf.
Harseno, Edy, and Setdin Jonas V. L. 2007. ‘Studi Eksperimental Aliran Berubah Beraturan Pada Saluran Terbuka Bentuk Prismatis’. Majalah Ilmiah UKRIM 12 (2). http://www.e-jurnal.ukrimuniversity.ac.id/file/21202.pdf.
Kodoatie, Robert J. 2002. Hidraulika Terapan. Yogyakarta: Penerbit Andi.
M., M. Selpan. n.d. ‘Aliran Pada Saluran Tertutup (Pipa)’. Muhfari.Wordpress.Com. http://www.ucarecdn.com/666e0ef7-a7f5-486c-bc27-436fc65069b3/.
Mawardi, Erman. 2004. Desain Hidraulik Bendung Tetap Untuk Irigasi Teknis. Bandung: Alfabeta.
Nuraini, Sad Mei. 2012. ‘Menurunkan Energi Air Dari Spillway Dengan Stepped Chutes’. Universitas Sebelas Maret Surakarta.
Nurjanah, R. A. Dita. 2014. ‘Analisis Tinggi Dan Panjang Loncat Air Pada Bangunan Ukur Berbentuk Setengah Lingkaran’. Jurnal Teknik Sipil Dan Lingkungan 2 (3): 578–82. https://media.neliti.com/media/publications/212050-analisis-tinggi-dan-panjang-loncat-air-p.pdf.
Raju, K. G. Rangga. 1986. Aliran Melalui Saluran Terbuka. Jakarta: Erlangga.
Saleh, Syam Sunniati, Ratna Musa, and Hanafi As’ad. 2019. ‘Kajian Karakteristik Aliran Terhadap Bangunan Pelimpah Pada Saluran Terbuka’. TEKNIK HIDRO 12 (2): 40–52. https://doi.org/10.26618/th.v12i2.2811.
Soewarno. 1991. Hidrologi: Pengukuran Dan Pengolahan Data Aliran Sungai (Hidrometri). Bandung: Nova.
Sosrodarsono, Suyono, and Kensaku Takeda. 2016. Bendungan Tipe Urugan. Jakarta: Balai Pustaka.
Triatmodjo, Bambang. 2008. Hidraulika II. Yogyakarta: Beta Offset.
Wahyuningsih, Lindah, Entin Hidayah, and Wiwik Yunarni. 2014. ‘Perbandingan Energi Air Pada Pelimpah Bersaluran Peluncur Lurus Dan Pelimpah Bersaluran Peluncur Anak Tangga’. Jember. https://repository.unej.ac.id/bitstream/handle/123456789/68866/Linda Wahyuningsih.pdf?sequence=1&isAllowed=y.
Wisardi, and A. Robiansyah. 2014. ‘Studi Pengaruh Perubahan Penampang Saluran Terhadap Kecepatan Pada Model Saluran Terbuka’. Universitas Muhammadiyah Makassar. https://digilibadmin.unismuh.ac.id/upload/22524-Full_Text.pdf.
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