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Faizal, Rahmat
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan
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Analisis Tinggi Muka Air Kanal Bandara Kota Tarakan Akibat Pengaruh Pasang Surut Menggunakan HEC-RAS 6.0 Aswar Amiruddin; Muhamad Roem; Rahmat Faizal
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 2 (2023): Volume 13 Nomor 2, September 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i2.868

Abstract

Abstrak Banjir akibat air pasang atau banjir rob merupakan salah satu bencana yang sering terjadi di wilayah pesisir yang menggenangi bagian daratan di wilayah pesisir yang memiliki ketinggian (elevasi) lebih rendah dari muka air laut pasang tinggi. Kejadian banjir akibat pasang ini sudah memasuki area pemukiman penduduk di beberapa titik lokasi di Tarakan termasuk di sekitar kanal bandara Kota Tarakan. Berdasarkan pengamatan lapangan terdapat pemukiman warga di sisi kiri aliran kanal bandara Kota Tarakan, sehingga genangan mengganggu aktivitas warga. Berdasarkan permasalahan tersebut penelitian ini bertujuan untuk mengetahui tinggi muka air pada penampang kanal bandara Kota Tarakan akibat pasang surut dan banjir rancangan periode ulang 5 dan 10 tahunan. Metode yang digunakan untuk menganalisis tinggi muka air kanal bandara Kota Tarakan yakni menggunakan software HEC-RAS. Berdasarkan hasil analisis tinggi muka air menggunakan HEC-RAS diperoleh tinggi muka air penampang kanal bandara Kota Tarakan akibat banjir 5 tahunan dan 10 tahunan yang terjadi bersamaan dengan pasang tertinggi (HHWL) diperoleh tinggi muka air pada penampang sta 0+100 - 1+000 sebesar 3,8 m dan penampang 1+100 - 1+500 sebesar 3,81 m. Dari hasil penelitian ini maka disarankan pemerintah membangun pengendalian banjir dengan membuat tanggul dengan elevasi +4,5 m dari datum muka air terendah (LLWL). Kata kunci: Banjir rancangan, HEC-RAS, pasang surut, tinggi muka air,  Abstract Floods caused by high tides or tidal floods are one of the disasters that often occur in coastal areas that inundate the mainland areas in coastal areas that have lower elevations than the high tide sea level. The occurrence of tidal floods has entered residential areas at several locations in Tarakan, including around the Tarakan City airport canal. Based on field observations, there are residential areas on the left side of the Tarakan City airport canal, so the inundation disturbs the activities of the residents. Based on this problem, this study aims to determine the water level in the section of the Tarakan City airport canal due to tidal floods and floods with a 5-year and 10-year return period. The method used to analyze the water level of the Tarakan City airport canal is by using the HEC-RAS software. Based on the analysis results of the water level using HEC-RAS, the water level in the Tarakan City airport canal section due to a 5-year and 10-year flood that occurs simultaneously with the highest tide (HHWL) was obtained the water level at the sta 0+100 - 1+000 section is 3,8 m and the section of 1+100 - 1+500 is 3,81 m. From the results of this study, it is recommended that the government build flood control by constructing embankments with an elevation of +4,5 m from the lowest water level datum (LLWL). Keywords: Flood design, HEC-RAS, tides, water level,
Co-Authors Abdul Muis Prasetia, Abdul Muis Aditya Rahman Ady Saputro, Indrawan Ahmad Hernadi Aidil, Rachmad Aidil, Rahmad Aldo Wirastana Adinegara Amiruddin, Aswar Ariantini, Nisa Asta, Asta Avianty, Putri Edy Utomo Eko Prihartanto, Eko Handayani, Rosmalia Hernadi, Ahmad Intan Juliana Muhamad Roem Muhammad Fathur Rouf Hasan Musyaffa Esa Cahya Nurdiansyah Nurdiansyah Prasetya, Noerman Adi Putera Agung Maha Agung Rachmad Aidil Rahmad Aidil Refina Fatriza Roem, Muhamad Ruslan Ruslan Sismanto Sismanto Sismanto Sismanto Siti Rahmi Sony PRAMUSANDI Suriata, Suriata Syarif, Iif Ahmad Wildan Firdaus Yelvi Yelvi Zikri Alstony Zikri Alstony