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Flood Water Level Simulation Bringin River, Semarang City By Using The HEC-RAS 6.3.1 Programming

APTISI Transactions on Management (ATM) · Vol. 7 No. 3 (2023) · hlm. 236–245

DOI
10.33050/atm.v7i3.2134
ISSN
2622-6804, 2622-6812
Terbit
2023-09-15
Penerbit
Pandawan
Bahasa
en
Lisensi
creativecommons.org/licenses/by-sa/4.0

Abstrak

The Bringin River is a river in West Semarang, Semarang City, with the Tugu Region drainage subsystem. The Bringin watershed covers parts of the area in Tugu District, Ngaliyan District, and Mijen District. The overflow of water caused by high rainfall resulted in river flooding. The cross-section of the Bringin River cannot accommodate the magnitude of the flood discharge. The purpose of this study was to determine the cross-section of the Bringin River which was experiencing an overflow by carrying out a Hydrological Analysis and using the HEC-RAS 6.3.1 Program as a 1-dimensional cross-sectional design. Calculation of the planned flood discharge with periods of 2, 5, 10, 25, and 50 years using the Nakayasu Synthetic Unit Hydrograph method with a peak discharge Q2years: 52.45 m3/second, Q5years: 62.43 m3/second, Q10years: 68.44 m3/second, Q25years: 75.09 m3/second, and Q50years: 79.95 m3/second. The results of the calculation of the design discharge will be used in the HEC-RAS 6.3.1 programming so that from these results it can be seen that several cross-sections of the river have flood overflows that exceed the capacity of the Bringin River under review.

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  • Universitas Trisakti
  • Universitas Raharja
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Rekan penulisOrganisasiArtikel bersama
Dwi JulianingsihUniversitas Raharja1
Dina Paramitha AHUniversitas Trisakti1
Fathya KhansaUniversitas Trisakti1
Aryo Setyo MaulanaUniversitas Trisakti1
Rafa Nada RustandiUniversitas Trisakti1
Avelina Nathania Bennediktus Suhardjo PusokoUniversitas Trisakti1
Eric Virgiawan AryadiAfiliasi tidak diketahui1
Sih AndajaniUniversitas Trisakti1
Dina Paramitha Anggraeni HidayatUniversitas Trisakti1
Endah KurniyaningrumUniversitas Trisakti1
Nanda Zinhle O’ConnorAfiliasi tidak diketahui1
Wahyu SejatiAfiliasi tidak diketahui1
Estha NathanaelUniversitas Trisakti1

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Sumber metadata: OAI-PMH (metadata jurnal) https://ijc.ilearning.co/ATM/oai, pertama di-harvest 6 Nov 2026, terakhir terlihat 8 Nov 2026.
Metadata asli (oai_dc)
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	<dc:title xml:lang="en">Flood Water Level Simulation Bringin River, Semarang City By Using The HEC-RAS 6.3.1 Programming</dc:title>
	<dc:creator xml:lang="en">satria perdana, ananda</dc:creator>
	<dc:creator xml:lang="en">sejati, wahyu</dc:creator>
	<dc:creator xml:lang="id">satria perdana, ananda</dc:creator>
	<dc:subject xml:lang="en">Bringin River</dc:subject>
	<dc:subject xml:lang="en">Flood</dc:subject>
	<dc:subject xml:lang="en">HSS Nakayasu</dc:subject>
	<dc:subject xml:lang="en">HEC-RAS 6.3.1</dc:subject>
	<dc:description xml:lang="en">The Bringin River is a river in West Semarang, Semarang City, with the Tugu Region drainage subsystem. The Bringin watershed covers parts of the area in Tugu District, Ngaliyan District, and Mijen District. The overflow of water caused by high rainfall resulted in river flooding. The cross-section of the Bringin River cannot accommodate the magnitude of the flood discharge. The purpose of this study was to determine the cross-section of the Bringin River which was experiencing an overflow by carrying out a Hydrological Analysis and using the HEC-RAS 6.3.1 Program as a 1-dimensional cross-sectional design. Calculation of the planned flood discharge with periods of 2, 5, 10, 25, and 50 years using the Nakayasu Synthetic Unit Hydrograph method with a peak discharge Q2years : 52.45 m3/second, Q5years : 62.43 m3/second, Q10years: 68.44 m3/second, Q25years : 75.09 m3/second, and Q50years : 79.95 m3/second. The results of the calculation of the design discharge will be used in the HEC-RAS 6.3.1 programming so that from these results it can be seen that several cross-sections of the river have flood overflows that exceed the capacity of the Bringin River under review.</dc:description>
	<dc:publisher xml:lang="en">Pandawan</dc:publisher>
	<dc:date>2023-09-15</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://ijc.ilearning.co/ATM/article/view/2134</dc:identifier>
	<dc:identifier>10.33050/atm.v7i3.2134</dc:identifier>
	<dc:source xml:lang="en">APTISI Transactions on Management (ATM); Vol. 7 No. 3 (2023): September; 236-245</dc:source>
	<dc:source xml:lang="id">APTISI Transactions on Management (ATM); Vol 7 No 3 (2023): September; 236-245</dc:source>
	<dc:source>2622-6804</dc:source>
	<dc:source>2622-6812</dc:source>
	<dc:source>10.33050/atm.v7i3</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://ijc.ilearning.co/ATM/article/view/2134/774</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2023 Ananda Satria Perdana, Wahyu Sejati (Author)</dc:rights>
	<dc:rights xml:lang="en">http://creativecommons.org/licenses/by-sa/4.0</dc:rights>
</oai_dc:dc>