ANALISIS KOMPARATIF METODE HIDROGRAF SATUAN SINTETIS ITB-1 DAN GAMMA-1 PADA DAS SUNGAI DELI: STUDI EMPIRIS BERBASIS DATA HISTORIS
DOI:
https://doi.org/10.59003/nhj.v4i10.1604Keywords:
Deli River, Flood Discharge, Hydrological Analysis, Synthetic Unit Hydrograph, HEC-RASAbstract
This study aims to compare the accuracy and performance of the ITB-1 Synthetic Unit Hydrograph (HSS) and Gamma-1 Synthetic Unit Hydrograph (HSS) methods in predicting flood discharge in the Deli River Watershed (DAS), Medan, North Sumatra. Historical rainfall data from four observation stations (2007–2021) were used to calculate the design flood discharge with return periods of 2 to 100 years. Hydrological analysis was performed using the Log-Pearson Type III distribution, while hydraulic simulations used HEC-RAS 6.1. The results show that the Gamma-1 method produces a more conservative peak discharge (349,226 m³/s for a 25-year period) than ITB-1 (369,279 m³/s), with a peak time of 4.06 hours (Gamma-1) vs. 11.07 hours (ITB-1). Statistical tests show that Gamma-1 has a NSE >0.65 and a lower RMSE than ITB-1. HEC-RAS modeling confirms that the Deli River's existing capacity is only able to accommodate 10% of flood discharge, necessitating the construction of a 1–4 meter high parapet. This study recommends the use of Gamma-1 for watersheds with hydrological characteristics similar to the Deli River due to its good agreement with empirical data.
Downloads
References
A. Agustina, dkk "Analisis Karakteristik Aliran Sungai pada Sungai Cimadur, Provinsi Banten dengan Menggunakan HEC-RAS," Journal of Infrastructural in Civil Engineering (JICE), vol. 3, p. 32, 2022.
I. Ashraf, dkk "Community perpectives to improve flood management and socio-economic impacts of floods at Central Indus River, Pakistan," International Journal of Disaster Reduction, 2023.
J. Yu, dkk "A multi-dimensional framework for improving flood riks assesment: Application in the Han River Basin, China," Journal of Hydrologu: Regional Studies, 2023.
D. Safitri, "Karakteristik Aliram dan Debit Banjir pada Beberapa Sungai di Indonesia," Journal of Infrastructural in Civil Engineering (JICE), vol. 2, p. 2, 2021.
Pranida and P. S. Putra, "Kajian Penilaian Kinerja Sungai Sente," Jurnal Teknik Sipil, vol. 2,
pp. 37-47, 2022.
T. Skevas, dkk "Farm impacts of the 2019 Missouri River floods and economic valuation of flood risk reduction," Journal of Environmental Management, 2023.
Polantolo, Penanggulangan Bantaran Sungai., Malang: UMN, 2008.
[A. Hidrologi Dan Pengelolaan Daerah Aliran Sungai, Yogyakarta: Gadjah Mada University Press, 2014.
C. Soemarto, Hidrologi teknik, Surabaya: Usaha Nasional, 1987.
S. Harto, Analisis hidrologi, Jakarta: Gramedia Pustaka Utama, 1993.
Suripin, Sistem Drainase Perkotaan yang Berkelanjutan, Yogyakarta: Yogyakarta : Andi, 2004.
B. Triatmodjo, Hidrologi Terapan, Yogyakarta: Beta Offset Yogyakarta, 2010.
Suprapto, Diklat Teknis Perencanaan Irigasi, Bandung: Kepala Pusat Pendidikan dan Pelatihan, 2016.
S. Imam, Hidrologi Untuk Perencanaan Bangunan Air, Bandung: Idea Dharma Bandung, 1980.
D. K. Natakusumah, "Prosedur Umum Perhitungan Hidrograf Satuan Sintetis," Jurnal Teoretis dan Terapan Bidang Rekayasa Sipil, vol. Vol. 18, pp. 3-6, 2011.
S. M. Ismawati, "Pemodelan Aliran 1D pada Bendungan Tugu," Jurnal Hidroteknik, vol. 2,
p. 1, 2017.
E. Seyhan, Dasar-dasar hidrologi, Yogyakarta: Yogyakarta : Gadjah Mada University Press, 1990.
R. J. kodoatie, Banjir : Beberapa penyebab dan metode pengendaliannya dalam perspektif lingkungan, Yogyakarta: Yogyakarta : Pustaka pelajar, 2002.
Sariasih and F. Ayu, "Implementasi Business Intelligence Dashboard dengan Tableau," Jurnal Pendidikan Tambusai, vol. 6, p. 14425, 2022.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2025 Indi Rezki Uli Simanjuntak

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
NHJ is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Articles in this journal are Open Access articles published under the Creative Commons CC BY-NC-SA License This license permits use, distribution and reproduction in any medium for non-commercial purposes only, provided the original work and source is properly cited.
Any derivative of the original must be distributed under the same license as the original.