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All Journal Empathy : Jurnal Fakultas Psikologi Cosmogov: Jurnal Ilmu Pemerintahan JOURNAL OF INFORMATICS AND TELECOMMUNICATION ENGINEERING ADMINISTRASI PUBLIK At-Tawassuth: Jurnal Ekonomi Islam BHUMI: Jurnal Agraria dan Pertanahan Waraqat : Jurnal Ilmu_Ilmu Keislaman JOURNAL SCIENTIFIC OF MANDALIKA (JSM) Jurnal Ilmiah Wahana Pendidikan Jurnal Pengabdian kepada Masyarakat Indonesia (JPKMI) Journal of Medical Science; Jurnal Ilmu Medis Rumah Sakit Umum Daerah dr. Zainoel Abidin, Banda Aceh Zona Kedokteran: Program Studi Pendidikan Dokter Universitas Batam Jurnal Riset Hukum, Ekonomi Islam, ekonomi, Manajemen dan Akuntansi Teknologi dan Industri Pertanian Indonesia Journal of Planning and Research in Civil Engineering Hukum dan Politik dalam Berbagai Perspektif YUDHISTIRA : Jurnal Yurisprudensi, Hukum dan Peradilan TECHNOLOGIC
Muhammad Ridha
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Journal : Journal of Planning and Research in Civil Engineering

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Analisis Debit Banjir Metode Hidrograf Satuan Sintetis (HSS) Nakayasu dan Synder pada Krueng Sabee Aceh Jaya Muhammad Ridha; Amalia; Muhammad Zardi; Tety Sriana; Mery Silviana; Meliyana; Susi Sakia
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.1000

Abstract

Krueng Sabee is one of the rivers located in Krueng Sabee District, Aceh Jaya Regency. Krueng Sabee has a main river with a length of 33.27 km and a watershed area of 380.90 km2 and an average river elevation of 0.4%. Krueng Rusi and Krueng Cangeh divide the Krueng Sabee River flow in the upstream. Krueng Sabee often overflows which causes flooding around its flow area. To determine the design flood discharge for the Return Period (PU) of 2.5, 10, 25, 50 and 100 years that occurred in Krueng Sabe using the HSS Nakayasu and HSS Synder Methods is the main objective of this study. Rainfall data used from station A in Pulo Raya Village and station B in Pante Kuyun Village. The flood discharge for Return Period (PU) 2, 5, 10, 25, 50, and 100 is 1716.66 m³/sec, 1985.10 m³/sec, 2162.83 m³/sec, 2387.39 m³/sec, 2553.99 m³/sec and 2719.36 m³/sec is the result of the Nakayasu HSS Method analysis. The Snyder HSS method, obtains the design flood discharge values for various Return Periods (PU) as follows: 2 years 14,479.83 m³/s, 5 years 16,746.64 m³/s, 10 years 18,247.47 m³/s, 25 years 20,143.77 m³/s, 50 years, 21,550.55 m³/s Return Period 100 years 22,946.95 m³/s. It was found that the Snyder Synthetic Unit Hydrograph (HSS) method produces a larger flood discharge compared to the Nakayasu HSS.
Co-Authors Amalia Ardi Sirajudin Ra’uf Asmarani Ramli Asrizal Nazri Dadang Juandi Dahril Dodi Candra Elah Nurlaelah Erwan Efendi Faizah Nurwita Hendri Syah Irfan Nauval El Hassan Ismy, Jufriady Lucky Andinna Santyoko Yogaswari Maryana Meliyana Mery Silviana Merysia Karmila Mowafg Abrahem Masuwd Muhammad Azhari Panjaitan Muhammad Azmi Fanany Muhammad Zardi Muyasir Naser Ali Abdulghani Norma Septiani Nurdin Nurdin Peni Fauziah Puadah Qania Agustika Siagian Raida Agustina Rayyan Al Faruqi RR. Ella Evrita Hestiandari Safrizal Rahman Slamet Riyadi Suhadi Suhadi Suhendri Susi Sakia Taofik, Agna Ilma Tasmin Tangngareng Tety Sriana Tri Andari Dahlan Winda Kustiawan