Keywords
Flood
HEC-HMS
Indonesia
Urban
HEC-HMS
Indonesia
Urban
Abstract
The rapid development of Yogyakarta has made city development increase. This construction continues to expand the reach of impervious surfaces. As a result, surface runoff and maximum discharge have increased, overflowing up to urban drainage. This study aimed to analyze the maximum discharge of the watershed based on design storms with 2, 5, 10, and 25-year return periods, used for flood control considerations. The urban flood was modelled using HEC-HMS. The results showed that the contribution of discharge flow in each segment is influenced by the dominance of land use, in which the segment dominated by dense settlements has a high contribution to the maximum discharge. The flow contribution is due to the high curve number value, which corresponds to the high surface runoff. The peak discharge of watersheds with return periods of 2, 5, 10, and 25 years are 8 m3/s, 20.1 m3/s, 29.9 m3/s, and 44.1 m3/s, respectively.
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Bajwa H. 2002. Towards immersive virtual environments for GIS based hydrologic modeling [Master’s thesis]. [Ames]: Iowa State University. doi:10.31274/rtd-20200803-11.
Castro CV, Maidment DR. 2020. GIS preprocessing for rapid initialization of HEC-HMS hydrological basin models using web-based data services. Environ Model Softw. 130:104732. doi:10.1016/j.envsoft.2020.104732.
Halwatura D, Najim MMM. 2013. Application of the HEC-HMS model for runoff simulation in a tropical catchment. Environ Model Softw. 46:155–162. doi:10.1016/j.envsoft.2013.03.006.
Jamali B, Löwe R, Bach PM, Urich C, Arnbjerg-Nielsen K, Deletic A. 2018. A rapid urban flood inundation and damage assessment model. J Hydrol. 564:1085–1098. doi:10.1016/j.jhydrol.2018.07.064.
Majidi A, Shahedi K. 2012. Simulation of rainfall-runoff process using Green-Ampt method and HEC-HMS model (case study: Abnama watershed, Iran). Int J Hydraul Eng. 1(1):5–9.
Maria R, Lestiana H. 2014. Pengaruh penggunaan lahan terhadap fungsi konservasi air tanah di sub DAS Cikapundung [Effect of landuse on groundwater conservation function in Cikapundung sub-watershed]. Jurnal RISET Geologi dan Pertambangan. 24(2):77. doi:10.14203/risetgeotam2014.v24.85.
Marko K, Zulkarnain F. 2018. Pemodelan debit banjir sehubungan dengan prediksi perubahan tutupan lahan di daerah aliran Cileungsi hulu menggunakan HEC-HMS [Modelling of flood discharge based on the prediction of land cover change in upper cileungsi catchment area using HEC-HMS]. Jurnal Geografi Lingkungan Tropik. 2(1). doi:10.7454/jglitrop.v2i1.31.
Nainggolan J, H YL, Sutikno S. 2015. Analisis dampak perubahan tata guna lahan DAS Siak bagian hulu terhadap debit banjir [The effect of land use change on the flood discharge in upper Siak watershed]. Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains. 2(2):1–9. https://jom.unri.ac.id/index.php/JOMFTEKNIK/article/view/8010.
Oleyiblo JO, Li ZJ. 2010. Application of HEC-HMS for flood forecasting in Misai and Wan’an catchments in China. Water Sci Eng. 3(1):14–22. doi:10.3882/j.issn.1674-2370.2010.01.002.
Prihatin RB. 2015. Alih fungsi lahan di perkotaan (studi kasus di kota Bandung dan Yogyakarta) [Land use changes in urban area (case study of Bandung and Yogyakarta city]. Aspirasi: Jurnal Masalah-masalah Sosial. 6(2):105–118. doi:10.46807/aspirasi.v6i2.507.
Sarminingsih A, Rezagama A, Ridwan. 2019. Simulation of rainfall-runoff process using HEC-HMS model for Garang Watershed, Semarang, Indonesia. J Phys Conf Ser. 217(1):012134. doi:10.1088/1742-6596/1217/1/012134.
Shih SS, Kuo PH, Lai JS. 2019. A nonstructural flood prevention measure for mitigating urban inundation impacts along with river flooding effects. J Environ Manage. 251:109553. doi:10.1016/j.jenvman.2019.109553.
Suprayogi S, Latifah R, Marfai MA. 2020. Preliminary analysis of floods induced by urban development in Yogyakarta City, Indonesia. Geogr Tech. 15(2):57–71. doi:10.21163/gt_2020.152.07.
Suprayogi S, Marfai MA, Cahyadi A, Latifah R, Fatchurohman H. 2019. Analyzing the characteristics of domestic wastes in Belik River, the Special Region of Yogyakarta, Indonesia. ASEAN J Sci Technol Dev. 36(3). doi:10.29037/ajstd.591.
Ud Din S, Muhammad NK, Israr M, Nabi H, Mansoorullah K. 2018. Runoff modelling using HEC HMS for Wural watershed. Int J Adv Eng Res Dev. 5(3):434–439.
[USACE] US Army Corps of Engineers Hydrologic Engineering Center. 2018. Hydrologic modeling system HEC-HMS user’s manual version 4.3. Davis: US Army Corps of Engineers Hydrologic Engineering Center. https://www.hec.usace.army.mil/software/hec-hms/documentation/HEC-HMS_Users_Manual_4.3.pdf.
[USDA-SCS] US Department of Agriculture - Soil Conservation Service. 1986. TR-55: urban hydrology for small watersheds. https://www.nrcs.usda.gov/wps/portal/nrcs/detailfull/national/home/?cid=stelprdb1042925.
Yusop Z, Chan CH, Katimon A. 2007. Runoff characteristics and application of HEC-HMS for modelling stormflow hydrograph in an oil palm catchment. Water Sci Technol. 56(8):41–48. doi:10.2166/wst.2007.690.
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