Flood Prediction Based on Hydrological and Topographic Conditions Using Hec HMS 4.5 and Hec Ras 5. 0. 3 In The Toli - Toli Indonesia
DOI:
https://doi.org/10.5614/jts.2023.30.2.19Keywords:
Flood prediction, Toli-toli, hydrological, topographicAbstract
Abstract
Floods in the Toli-toli area often occur due to the continued reduction in infiltration land. Flood events from year to year have a bigger impact and cause a lot of losses. The impact of this flood needs to be analyzed and its magnitude predicted so that the potential for flooding can be estimated. Flood handling can be addressed early on so that when a flood the losses are not so great. Flood prediction can be done by hydrological analysis using HEC HMS 4.5 and continued hydraulics using HEC RAS ??5.0.3. Based on the incidence of rain over the last 10 years, it is known that the return period of rain in the Toli-toli area varies from a period of 2 years, 5 years, 10 years, and 15 years. Based on the calculation results, it is known that the flood in the Toli-toli area in the 2-year return period has a depth of 0.66 meters with a flood inundation area as shown in Figure 7 of this article. In overcoming this flood, efforts should be made to handle it with several alternatives such as increasing infiltration land, normalizing rivers, and so on.
Keyword: Flood prediction, Toli-toli, hydrological, topographic.
Abstrak
Banjir di wilayah Toli-toli sering terjadi akibat terus berkurangnya lahan resapan. Peristiwa banjir dari tahun ke tahun memberikan dampak yang lebih besar dan menimbulkan banyak kerugian. Dampak banjir ini perlu dianalisis dan diprediksi besarannya sehingga potensi banjir dapat diperkirakan. Penanganan banjir dapat diatasi sejak dini sehingga ketika terjadi banjir kerugian yang ditimbulkan tidak begitu besar. Prediksi banjir dapat dilakukan dengan analisis hidrologi menggunakan HEC HMS 4.5 dan dilanjutkan hidrolika menggunakan HEC RAS 5.0.3. Berdasarkan kejadian hujan selama 10 tahun terakhir, diketahui periode ulang hujan di wilayah Toli-toli bervariasi mulai dari periode 2 tahun, 5 tahun, 10 tahun, dan 15 tahun. Berdasarkan hasil perhitungan diketahui banjir di wilayah Toli-toli periode ulang 2 tahun mempunyai kedalaman 0,66 meter dengan luas genangan banjir seperti terlihat pada Gambar 7 artikel ini. Dalam mengatasi banjir ini perlu dilakukan upaya penanganan dengan beberapa alternatif seperti memperbanyak lahan resapan, normalisasi sungai, dan lain sebagainya.
Kata Kunci: Prediksi banjir, Toli-toli, hidrologi, topografi
References
Afshin Shabani, Sean A. Woznicki, Megan Mehaffey, Jonathan Butcher, Tim A. Wool, Pai-Yei Whung, A coupled hydrodynamic (HEC-RAS 2D) and water quality model (WASP) for simulating floodinduced soil, sediment, and contaminant transport. . s.l. : Journal of Flood Risk Management , 2021. 1-17.
Andreas Paul Zischg, Veronika Rhlisberger, Markus Mosimann, Rahel Profico-Kaltenrieder, David N. Bresch, Sven Fuchs, Martina Kauzlaric, Margreth Keiler. Evaluating targeted heuristics for vulnerability assessment in flood impact model chains. s.l. : Journal of Flood Risk Management , 2021, Vol. 4. 1-16.
Chow, Ven Te. Applied Hydrology. Texas : McGraw- Hill Book Company, 1994.
David Butler and John W. Davies. Urban Drainage third Edition. London : Spon Press, 2014.
Feng Xiong, Shenglian Guo, Lu Chen, Ph.D, Jiabo Yin, Pan Liu. Flood Frequency Analysis Using Halphen Distribution and Maximum Entropy. s.l. : Journal of Hydrologic Engineering, 2018.
Jaya, Hapsak. Banjir Bandang Terjang Tolitoli, Waspada Peringatan Dini BMKG hingga 25 Oktober 2021. Sangalu. [Online] 14 Oktober 2021. [Dikutip: 7 Desember 2021.] https://www.sangalu.com/peristiwa/pr-831522834/banjir-bandang-terjang-tolitoli-waspada-peringatan-dini-bmkg-hingga-25-oktober-2021?page=all.
Julie Rose N. Javier, James A. Smith, etc. 2010, Flash Flooding in the Philadelphia Metropolitan Region. journal of Hydrology Engineering, hal. 29-38.
L. Zhang, V. P. Singh, Bivariate Flood Frequency Analysis Using the Copula Method. F. s.l. : J. Hydrol. Eng., 2006. 150-164.
L. Zhang, Vijay P. Singh. 2005, Frequency Analysis of Flood Damage. J. Hydrol. Eng., hal. 100-109.
N. Dang Dong, V. Agilan, K. V. Jayakumar. Bivariate Flood Frequency Analysis of Nonstationary Flood Characteristics. 4, s.l. : J. Hydrol. Eng., 2019, Vol. 24.
Nengfang Chao, Zhengtao Wang. Characterized Flood Potential in the Yangtze River Basin from GRACE Gravity Observation, Hydrological Model, and In-Situ Hydrological Station. 9, s.l. : J. Hydrol. Eng., 2017, Vol. 22.
Njogu, Humphrey Waita, Effects of floods on infrastructure users in Kenya. . s.l. : Journal of Flood Risk Management , 2021. 1-10.
Riki Chandra Wijaya, Umboro Lasminto. Modeling Bengawan Solo River to Predict The Area Inundation of Flood. 24, Surabaya : ARPN Journal of Engineering and Applied Sciences, 2016, Vol. 11. 14415.
Roy, A. K. M. Saiful Islam, Ph.D, etc. 2019, Frequency Analysis of Flash Floods for Establishing New Danger Levels for the Rivers in the Northeast Haor Region of Bangladesh. Binata Journal of Hydrologic Engineering.
Shiyun Xiao, Na Li, Xiaoyang Guo. Analysis of flood impacts on masonry structures and mitigation measures. s.l. : Journal of Flood Risk Management , 2019. 1-19.
Subramanya. Engineering Hydrology. New Delhi : Mc Graw-Hill Publishing, 1995.
USACE. HEC-HMS Technical Reference Manual. New York : Hydrologic Engineering Centre, 2000.
Wikipedia. Kabupaten Tolitoli. Wikipedia. [Online] 3 Oktober 2021. [Dikutip: 7 Desember 2021.] https://id.wikipedia.org/wiki/Kabupaten_Tolitoli.
Yang Peng, Ph.D., Kai Chen, Hongxiang Yan, Ph.D., Xianliang Yu. 2018, Improving Flood-Risk Analysis for Confluence Flooding Control Downstream Using Copula Monte Carlo Method, J. Hydrol. Eng.
Yiping Guo, Momcilo Markus, Analytical Probabilistic Approach for Estimating Design Flood Peaks of Small Watersheds, M.ASCE. s.l. : Journal of Hydrologic Engineering , 2011. 847.