NUMERICAL METHOD APPROACH TO ANALYSIS OF DRAINAGE CHANNELS OF PIT-3 WEST BANKO TANJUNG ENIM

Authors

  • Arif Satria Rusmana Department of Civil and Environment Engineering,Universitas Bina Darma, Palembang, Indonesia
  • Achmad Syarifudin Department of Civil and Environment Engineering,Universitas Bina Darma, Palembang, Indonesia
  • Henggar Risa Destania Civil Engineering Faculty, Universitas Indo Global Mandiri , Jl. Jend. Sudirman no. 629, South Sumatera, Indonesia

DOI:

https://doi.org/10.51630/ijes.v3i1.32

Keywords:

Drainage channel, IDF curve, HEC-RAS Program, Stable channel

Abstract

The drainage network system should be designed to accommodate normal flow rates, especially during the rainy season. This means that the capacity of the drainage channel has been calculated to accommodate the water discharge that occurs so that the area in question does not experience puddles or the channel can to be function properly. For this reason, research is needed to analyze the ability of the ex-coal mine drainage channel in PIT-3 West Banko Tanjung Enim. The research was carried out with the help of the HEC-RAS software program to see the changes in the water level in the drainage channel where the water was overflowing from the channel body. The results showed that all the section profiles of the drainage channel (P1) till (P10) were still in the safe condition or the channel was still stable (stable channel).

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Published

2022-07-16

How to Cite

Rusmana, A. S., Syarifudin, A., & Destania, H. R. (2022). NUMERICAL METHOD APPROACH TO ANALYSIS OF DRAINAGE CHANNELS OF PIT-3 WEST BANKO TANJUNG ENIM. Indonesian Journal of Engineering and Science, 3(1), 021–031. https://doi.org/10.51630/ijes.v3i1.32