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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil dan Perencanaan Sainteknol : Jurnal Sains dan Teknologi Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Journal Innovation of Civil Engineering (JICE) CITIZEN: Jurnal Ilmiah Mulitidisiplin Indonesia Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Teknik Sipil
Agung Sutarto
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Semarang
Religion Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Social Sciences Transportation

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Journal : Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia

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Pengaruh Pemilihan Kala Ulang Debit Banjir Rancangan Metode HSS Nakayasu Terhadap Dimensi Sand Pocket di Gunung Merapi Imam Sudrajad; Yeri Sutopo; Agung Sutarto
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 5, No 1 (2020): EDISI MARET 2020
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (883.145 KB) | DOI: 10.33366/rekabuana.v5i1.1680

Abstract

Design flood discharge has become an important parameter in hydraulic construction design planning. When analyzing it, return period selection is crucial because it will determine the amount of design flood discharge. The return period selection is adjusted to the characteristics of the Watershed  (DAS). The Sand Pocket planning location is in Woro River, Klaten, Central Java. The unavailability of design flood discharge data at the observation site resulted in the design flood discharge analysis being carried out. This study focuses on comparing the magnitude of design flood discharges from different return periods, namely Q5th, Q10th, Q25th, Q50th, and Q100th. After the flood discharge is obtained, it is utilized to calculate the dimensions of the Sand Pocket construction. Each return period used in this study produced different dimensions of the building in several parts. This analysis shows the different dimensions of the building due to differences in flood discharge generated, namely the Main Dam and Sub Dam parts including effective height, upstream slope (m), flow height above the lighthouse, freeboard, foundation depth, and base. In the part of apron, there are differences of floor length and thickness dimension. The difference dimensions also appeared on the upstream side slope of Main Dam and Sub Dam. This return period selection determines the amount of the design flood discharge that will affect the dimensions of the Sand Pocket that will be planned.
Co-Authors Abdullah Jalil Aditya, Yoga Agung Budiwirawan Ahmad Fahrul Lafit Aldhesta Bangkit Annas Maulana Alisa, Yuliana Nur Arie Taveriyanto, Arie Aufa Ardianto Aulia Putri Lanjarsari Bambang Haryadi Endradewi, Fenty - Fenty - Endradewi, Fenty - Imam Sudrajad Joan Rafif Panduwijaya Karuniadi Satrijo Utomo M. Faizal Ardhiansyah Arifin Monica Ayu Istianti Muhammad Faizal Ardhiansyah Arifin, Muhammad Faizal Ardhiansyah Rahma Nindya Ayu Hapsari Shanty Andriani Novita Sri Madiastuti Sucipto - Tahta Athallah Nur Cahyo Togani Cahyadi Upomo, Togani Cahyadi Untoro Nugroho Yeri Sutopo Yeri Sutopo Yuliana Nur Alisa, Yuliana Nur