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All Journal Jurnal Pendidikan : Riset dan Konseptual Jurnal Al-Muta`aliyah : Jurnal Pendidikan Guru Madrasah Ibtidaiyah Al-MARSHAD: Jurnal Astronomi Islam dan Ilmu-Ilmu Berkaitan Energy : Jurnal Ilmiah Ilmu-Ilmu Teknik Jurnal Penelitian IPTEKS BUSTANUL FUQAHA: Jurnal Bidang Hukum Islam Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences Jurnal JEETech Civil Engineering Collaboration Al-Afaq: Jurnal Ilmu Falak dan Astronomi Jurnal Akuntansi, Manajemen Dan Ekonomi Islam (JAM-EKIS) At-Thullab : Jurnal Mahasiswa Studi Islam MIYAH: Jurnal Studi Islam JUSTICES: Journal of Law Al-Gafari: Manajemen dan Pendidikan Aslamiah: Jurnal Pendidikan, Ekonomi, Sosial dan Budaya Jurnal Hukum Islam Jurnal Intelek Insan Cendikia International Journal of Law, Crime and Justice Proceeding of International Conference on Social Science and Humanity Makkah: Journal Of Islamic Studies
Ahmad Izzuddin
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Sigeleng River Capacity Analysis, Kec. Brebes with HEC-RAS 4.1.0 Yulia Feriska; Ahmad Izzuddin
Budapest International Research and Critics Institute-Journal (BIRCI-Journal) Vol 5, No 3 (2022): Budapest International Research and Critics Institute August
Publisher : Budapest International Research and Critics University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33258/birci.v5i3.6323

Abstract

The purpose of this study was to determine the cross-sectional capacity of the Sigulung river, Kec. Brebes based on hydrological and hydraulic analysis using the HEC-RAS 4.1.0 program. Hydrological calculations were carried out using rain data obtained from the Water Resources Management Office (PSDA) and Spatial Planning of Brebes Regency from 2009-2018. After calculating with several kinds of distribution methods, it is concluded that the appropriate distribution method used in this research is the log normal distribution. Then from the results of the distribution calculation, the distribution of rainfall at the return period is 2 years, 5 years, 10 years, 25 years, 50 years, and 100 years. There are several calculation methods in calculating the planned debit. The rational method was chosen because it produces the highest discharge compared to other calculation methods. This discharge will be input for hydrological analysis into the channel model in the HEC-RAS program which is then observed so that the output of the model obtains a cross-sectional and longitudinal cross-sectional view of the flow in the channel model and it is known at what time the channel discharge causes flooding. Based on the results of this study, it can be concluded that at the 25-year return period, the distribution of rainfall reaches 377.97 mm/hour with a planned discharge of 31.29 m3/second. And on this 25th anniversary, the cross-sectional capacity of the river can still accommodate it.
Co-Authors Abdul Haris Rasyidi Agus Yulianto Ahmad Adib Rofiudin Akhmad Nadirin Alfi Karomah Alfi Ramadhan Dakka Fadilah M Harahap Desti Septiana Putri Diana Mulya Dewi Dina Nur Amilah Balbisi Erfaniah Zuhriah Fatmawati Hilal Fika Afhamul Fuscha Hafiz, Zahra Hayati Hafiza Samath Haris Hermawan Hesty Kesuma Putri Hikmah, Nuzul Imam Marzuki Iqbal Muhammad Jekti Rahayu Kharisma Agustina Khoirul Hidayah M. Basthoni M. Syam'un Rosyadi Mahsun Moch Rio Pambudi Muhammad Abdul Aziz Muhammad Abror Suriyanto Muhammad, Naila Arifa Muhyar Fanani nanaridwan, Mau'idhatul Hasanah Ridwan Nikmah, Farhatin Nuzul Hikmah Prisna Dea Leonita Puji Yani Radifa Isnain Nafila Rahma, Rahmasyarita. S Septy Holisa Umami Sinta, Dewi Suhaini Tutik Hamidah Varuq, Nauval Ilham Wahyuni Danial Khotimah Wahyuningsih, Yuniar Yulia Feriska Yulia Feriska Yusron Pahlevi