Evaluasi Saluran Drainase Jalan Pitulua Kecamatan Rante Angin Kota Lasusua Kabupaten Kolaka Utara

Alfian Fadhilah

doi:10.56326/jptsk.v1i2.1567

Authors

Alfian Fadhilah Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v1i2.1567

Keywords:

Channel, Drainage, Rante Angin, Lasusua, Flood

Abstract

This study aims to determine whether the drainage canal can control/accommodate flood discharge. This research was conducted in the Pitulua Street area, Rante Angin District, Lasusua City and began in October 2021. The type of research is descriptive quantitative case study approach. The object of this research is the drainage channel of Jalan Pitulua, Rante Angin District, Lasusua City. The results of this study note that the drainage channel with an existing capacity of 1.6854 m³/s (right), 1.863 m³/s (left) can accommodate the design flood discharge of 1.511 m³/s (Q₂), 1.614 m³/s (Q₅) and 1.677 m³/s (Q₁₀)

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