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All Journal International Conference on Coastal and Delta Areas JITEK (Jurnal Ilmiah Teknosains) E-Dimas: Jurnal Pengabdian kepada Masyarakat Jurnal Program Kemitraan dan Pengabdian Kepada Masyarakat Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Teknik Sipil Giratory Upgris Aceh International Journal of Science and Technology International Journal of Sustainable Building, Infrastructure and Environment Advance Sustainable Science, Engineering and Technology (ASSET) Widya Teknik
Ibnu Toto Husodo, Ibnu Toto
Universitas PGRI Semarang
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation Veterinary Other

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Journal : Aceh International Journal of Science and Technology

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The Identification of River Flow Capacity using the HEC-RAS 1D Model: Case Study of Sringin River Downstreamdy of the Sringin River Downstream Ikhwanudin, .; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Yudaningrum, Farida
Aceh International Journal of Science and Technology Vol 13, No 2 (2024): August 2024
Publisher : Graduate School of Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.13.2.40174

Abstract

The Sringin is a downstream river located in East Semarang. The Sringin River becomes the channel waste of the East Semarang district area. The Sringin River bank is surrounded by the Terboyo industrial area and settlement. The flood occurred in both areas, especially at Ngilir village, Genuk subdistrict. It is caused by low-capacity sedimentation channels and buildings occupying the channel body. The study aims to estimate flood discharge during repeat period 2, 5, 10, 25, 50, and 100 years on Sringin river downstream, analyze the capacity cross-section river, and identify the river water level profile when debit flowed with various period repeat flood. The hydrology calculation showed that flood discharge plans in the repeat period 2, 5, 10, 25, 50, and 100 years are 12.42; 16.67; 19.81; 30.7; 31.6; 33.22 m 3 /s. At the same time, the flow river capacity is 2.95 m/s in the upstream section and 15.52 m/s in the downstream section. Thus, floods occurred in some places when large discharges flowed. In period 2, the water level is about 1.0 to 1.5 meters. In more repeat periods, the level is higher. The conclusion is that the Sringin River cannot flow with perfect discharge, which exceeds its flow capacity.
Co-Authors Abdul Ghofur Adriana Anteng Anggorowati Afifah, Risdiana Cholifatul Agung Kristiawan Agung Kristiawan AGUSTINA WARDANI Ainun Nahar, Mukhamad Ilham Ais Anantatama Tegar Al Fattah, Zihad Andrian Majid Khobad Arahman, Muhammad Reza Arfendi Arifuddin Assehab, Muhammad Ali BAJU ARIE WIBAWA Bayu Adhy Septyawan Cahyo Kurnia Sandi Carsoni Didik Purnomo, Didik Diyan Ari Prihatmoko Fiki Rifan Kusuma Ikhwanudin Ikhwanudin Ikhwanudin Ikhwanudin, Ikhwanudin Ikhwanudin Ivana Zulfa Kartono Wibowo, Kartono Lathif, Busyro Lutfian Dikma Arianto Miftakhul Huda Misbakhul Irfan Mohammad Debby Rizani Muhamad Suep Muhammad Choirul Ni'am Muhammad Ryan Ardian Ndaru Cahyono nugraha, agra febyola lova Nur Aksin, Nur Pratikso Pratikso Putri Anggi Permata Putri Anggi Permata Suwandi Putri Anggi Permata Suwandi Reno Martin Fajar Budi Prasetyo Risky Eka Saputra Slamet Budirahardjo Slamet Supriyadi Suci Ariani Khumairo’ Suwandi, Putri Anggi Permata Syaqiba, Arba Maris Tatik Masruroh Trisno Trisno Triwidodo, Puput Velma Nindita, Velma Yasin Musthofa Yudaningrum, Farida Yudaningrum, Farida Yudi Wahyu Setiawan