DESAIN SABO DAM TIPE CONDUIT SEBAGAI PENGENDALI DAYA RUSAK ALIRAN DEBRIS

Authors

  • Yuli Fajarwati Magister Teknik Sipil, Departemen Teknik Sipil dan Lingkungan Fakultas Teknik UGM
  • Teuku Faisal Fathani Departemen Teknik Sipil dan Lingkungan Fakultas Teknik UGM
  • Fikri Faris Departemen Teknik Sipil dan Lingkungan Fakultas Teknik UGM
  • Wahyu Wilopo Departemen Teknik Geologi Fakultas Teknik UGM

DOI:

https://doi.org/10.21831/inersia.v16i2.36897

Abstract

ABSTRAK

Sungai Air Kotok di Kabupaten Lebong, Bengkulu memiliki litologi batuan yang rapuh akibat pengaruh panas bumi, kondisi tersebut menyebabkan rentan mengalami pergerakan massa tanah/batuan. Oleh karena itu, diperlukan upaya mitigasi untuk mengurangi risiko bencana dengan perencanaan bangunan pengendali aliran debris berupa sabo dam. Penelitian ini bertujuan untuk merencanakan desain sabo dam tipe conduit yang dirancang secara seri dan mengevaluasi stabilitas sabo dam berdasar SNI 2851:2015. Hasil perhitungan menunjukkan debit puncak untuk kala ulang 100 tahun sebesar 171,21 m3/detik. Empat seri sabo dam memiliki dimensi lebar pelimpah rerata ± 40 m, kedalaman aliran debris sebesar 1 m, dan tinggi pelimpah ialah 2,4 m. Stabilitas sabo dam saat banjir diperoleh faktor aman untuk stabilitas geser dan guling sebesar 3,46 ; 1,62. Adapun faktor aman terhadap pengaruh aliran debris untuk stabilitas geser dan guling adalah 3,30 ; 1,58. Berdasarkan hasil analisis, empat seri sabo dam tipe conduit yang dirancang mampu mengendalikan daya rusak banjir maupun aliran debris.

Kata kunci: Hidraulika sungai, aliran sedimen, bangunan sabo, stabilitas sabo

 

ABSTRACT

Air Kotok River in Lebong Regency, Bengkulu Province has the lithology of weathered rock which is a result of geothermal process, this condition causes to be susceptible to land / rock mass movements. Therefore, the mitigation efforts are needed to reduce the risk from disaster by design debris flow control such as sabo dam. This study aims to design series of conduit type sabo dam and evaluate the stability based on SNI 2851: 2015. The calculation shows that the peak discharge for the 100-year return period is 171.21 m3 / sec. The four sabo dam series have dimensions of spill width of ± 40 m, debris flow depth of 1 m, and overflow height of 2.4 m. The stability of sabo dam has safety factor in flood condition for shear and overturning stability are 3.46; 1.62, while in a debris flow condition for shear and overturning stability are 3.30; 1.58. Based on the results, the four series of conduit sabo dam are able to control the destructive power of floods and debris flows.

Key word: River hydraulic, sediment flow, sabo building, stability of sabo

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Published

2020-12-24

How to Cite

Fajarwati, Y., Fathani, T. F., Faris, F., & Wilopo, W. (2020). DESAIN SABO DAM TIPE CONDUIT SEBAGAI PENGENDALI DAYA RUSAK ALIRAN DEBRIS. Inersia : Jurnal Teknik Sipil Dan Arsitektur, 16(2), 105–116. https://doi.org/10.21831/inersia.v16i2.36897

Issue

Vol. 16 No. 2 (2020): Desember

Section

Articles

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