Issue |
E3S Web Conf.
Volume 464, 2023
The 2nd International Conference on Disaster Mitigation and Management (2nd ICDMM 2023)
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Article Number | 02006 | |
Number of page(s) | 5 | |
Section | Disaster Analysis | |
DOI | https://doi.org/10.1051/e3sconf/202346402006 | |
Published online | 18 December 2023 |
Simulation of flood inundation in the Klawing Watershed, Purbalingga, Central Java
1 Lecturer, Civil Engineering Department, Universitas Jenderal Soedirman, Blater Purbalingga, Indonesia
2 Student, Civil Engineering Department, Universitas Jenderal Soedirman, Blater Purbalingga, Indonesia
* Corresponding author: purwanto1409@unsoed.ac.id
The initial phase of flood disaster management necessitates the identification of inundated areas. Employing numerical calculations in flood inundation simulations offers distinct advantages, primarily in its capacity to craft scenarios for assessing the efficacy of implemented measures. The flood inundation in the Klawing watershed was simulated numerically using HEC-RAS 5.0.7. Upstream boundary conditions were incorporated, employing all estimated extreme flood hydrographs across various return periods: 2 years, 5 years, 10 years, 25 years, 50 years, 100 years, and 1000 years. The disaster mitigation infrastructure for the Klawing River watershed should be planned considering potential flood damages across a range from low to very high. The sensitivity of the inundated area to various return periods of the flood hydrograph suggests that this can be achieved by utilizing flood hydrographs with return periods of 5 years, 10 years, 25 years, 50 years, and 1000 years, respectively.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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