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Flood Disaster Mitigation Using the HEC-RAS Application to Determine River Water Levels in the Old City Area of Jakarta

Aptisi Transactions on Technopreneurship (ATT) · Vol. 4 No. 2 (2021) · hlm. 121–134

DOI
10.34306/att.v4i2.253
ISSN
2656-8888, 2655-8807
Terbit
2021-07-16
Penerbit
Pandawan
Bahasa
en
Lisensi
creativecommons.org/licenses/by/4.0

Abstrak

The old city area is a tourist area strategically located in the heart of the capital city of DKI Jakarta. The Krukut river is one of the rivers that often overflow, which is one of the causes of flooding in Jakarta. This study aims to determine the water level of the Krukut river so that it can be used as a reference in handling flood disaster mitigation. This study uses the Nakayasu method and the Snyder method to calculate flood discharge, with a return period of up to 100 years. Meanwhile, for modeling the river water level using the HEC-RAS 5.0.07 application. The results of this study, specifically on the upstream cross-section until 300 meters after that TMA, are pretty high with plan one, which is 3 m deep from the bottom of the channel. However, the track still has a sufficient guard height of about 1.5 m. In other words, no overtopping/ river water does not overflow in the upstream area with a return period of 10 years and 25 years. However, due to the narrower channel section, the upstream region is more prone to flooding than the middle downstream area. From the modeling results, the channel prone to erosion is the section 10 track which is widening at the same time that the channel is not filled with the CONCRETE channel, so it is effortless to erode. For this reason, it is recommended to repair the walls of the river/channel to avoid scouring, especially if there is a high/extreme discharge.

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  • Universitas Raharja
  • Satya Wacana Christian University
  • Universitas Catur Insan Cendekia Cirebon
  • Afiliasi tidak diketahui
  • Organisasi berbeda
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Rekan penulisOrganisasiArtikel bersama
Marviola HardiniAfiliasi tidak diketahui2
Lena MagdalenaAfiliasi tidak diketahui2
Tri HartonoAfiliasi tidak diketahui1
Bintang Nandana HenryAfiliasi tidak diketahui1
Sirje NurmAfiliasi tidak diketahui1
Lukita PashaAfiliasi tidak diketahui1
Erry Sigit PramonoAfiliasi tidak diketahui1
Dudi RudiantoAfiliasi tidak diketahui1
Fernando SiboroAfiliasi tidak diketahui1
Muhamad Puad Abdul BaqiAfiliasi tidak diketahui1
Rafa Nada RustandiAfiliasi tidak diketahui1
Qurotul AiniUniversitas Raharja1
Danny ManonggaSatya Wacana Christian University1
Untung RahardjaAfiliasi tidak diketahui1
Po Abas SunaryaAfiliasi tidak diketahui1
Hiroshi KentaAfiliasi tidak diketahui1
Mochamad Heru Riza ChakimAfiliasi tidak diketahui1
Ageng Setiani RafikaAfiliasi tidak diketahui1
Chandra LukitaUniversitas Catur Insan Cendekia Cirebon1
Nuke Puji Lestari SantosoUniversitas Raharja1
Sudadi PranataAfiliasi tidak diketahui1
Avelina N. B. S. PusokoAfiliasi tidak diketahui1
Eric V. AryadiAfiliasi tidak diketahui1
Sih AndajaniAfiliasi tidak diketahui1
Dina Paramitha Anggraeni HidayatAfiliasi tidak diketahui1
Endah KurniyaningrumAfiliasi tidak diketahui1
Nanda Zinhle O’ConnorAfiliasi tidak diketahui1
Sri WatiniAfiliasi tidak diketahui1
Nikita IvanovAfiliasi tidak diketahui1
Ahmad GunawanAfiliasi tidak diketahui1
Tri Wahyu WirjawanAfiliasi tidak diketahui1
Ninda LutfianiUniversitas Raharja1
FernandoAfiliasi tidak diketahui1
B. P. Kusumo BintoroAfiliasi tidak diketahui1
ananda satria perdanaAfiliasi tidak diketahui1

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Sumber metadata: OAI-PMH (metadata jurnal) https://att.aptisi.or.id/index.php/att/oai, pertama di-harvest 6 Nov 2026, terakhir terlihat 8 Nov 2026.
Metadata asli (oai_dc) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en">Flood Disaster Mitigation Using the HEC-RAS Application to Determine River Water Levels in the Old City Area of Jakarta</dc:title>
	<dc:creator xml:lang="en">Sejati, Wahyu</dc:creator>
	<dc:creator xml:lang="en">Paramitha AH, Dina </dc:creator>
	<dc:creator xml:lang="en">Khansa, Fathya</dc:creator>
	<dc:creator xml:lang="en">Maulana, Aryo Setyo</dc:creator>
	<dc:creator xml:lang="en">Julianingsih, Dwi</dc:creator>
	<dc:subject xml:lang="en">Krukut River</dc:subject>
	<dc:subject xml:lang="en">Flood</dc:subject>
	<dc:subject xml:lang="en">HEC-RAS</dc:subject>
	<dc:description xml:lang="en">The old city area is a tourist area strategically located in the heart of the capital city of DKI Jakarta. The Krukut river is one of the rivers that often overflow, which is one of the causes of flooding in Jakarta. This study aims to determine the water level of the Krukut river so that it can be used as a reference in handling flood disaster mitigation. This study uses the Nakayasu method and the Snyder method to calculate flood discharge, with a return period of up to 100 years. Meanwhile, for modeling the river water level using the HEC-RAS 5.0.07 application. The results of this study, specifically on the upstream cross-section until 300 meters after that TMA, are pretty high with plan one, which is 3 m deep from the bottom of the channel. However, the track still has a sufficient guard height of about 1.5 m. In other words, no overtopping/ river water does not overflow in the upstream area with a return period of 10 years and 25 years. However, due to the narrower channel section, the upstream region is more prone to flooding than the middle downstream area. From the modeling results, the channel prone to erosion is the section 10 track which is widening at the same time that the channel is not filled with the CONCRETE channel, so it is effortless to erode. For this reason, it is recommended to repair the walls of the river/channel to avoid scouring, especially if there is a high/extreme discharge.</dc:description>
	<dc:publisher xml:lang="en">Pandawan</dc:publisher>
	<dc:date>2021-07-16</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://att.aptisi.or.id/index.php/att/article/view/253</dc:identifier>
	<dc:identifier>10.34306/att.v4i2.253</dc:identifier>
	<dc:source xml:lang="en">Aptisi Transactions on Technopreneurship (ATT); Vol. 4 No. 2 (2022): July; 121-134</dc:source>
	<dc:source xml:lang="id">Aptisi Transactions On Technopreneurship (ATT); Vol 4 No 2 (2022): July; 121-134</dc:source>
	<dc:source>2656-8888</dc:source>
	<dc:source>2655-8807</dc:source>
	<dc:source>10.34306/att.v4i2</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://att.aptisi.or.id/index.php/att/article/view/253/170</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2022 Wahyu Sejati, Dina  Paramitha AH, Fathya Khansa, Aryo Setyo Maulana, Dwi Julianingsih</dc:rights>
	<dc:rights xml:lang="en">https://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>