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Perancangan Sistem Drainase Yang Efektif Guna Mengatasi Masalah Banjir Pada Daerah Bundaran Tank Jalan Martandu Kota Kendari

Sultra Civil Engineering Journal (SCiEJ) · Vol. 7 No. 1 (2026) · pp. 743–755

DOI
10.54297/sciej.v7i1.1488
ISSN
2716-1714
Published
2026-04-30
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Flooding is a natural phenomenon that often causes significant losses, influenced by both natural factors and human activities. One of the flood-prone areas is Martandu Street in Kendari, Southeast Sulawesi. This study aims to analyze the drainage capacity along a 1,550 m channel using a quantitative approach based on rainfall data, channel measurements, and hydrological analysis. The results show that the design discharge (4.298 m³/s) exceeds the existing channel capacity (2.913 m³/s), indicating that the drainage system can only accommodate 68% of runoff from a 305.495 ha catchment area. To address this issue, a redesign of the channel was proposed with improved dimensions. The redesigned channel is capable of accommodating a discharge of 4.301 m³/s, ensuring effective drainage performance and reducing flood risk in the area.

Collaboration network of the authors

35 authors · 115 co-authorship links

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Sulawesi Tenggara
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Irwan LakawaUniversitas Sulawesi Tenggara10
Sufrianto SufriantoUniversitas Sulawesi Tenggara5
Vickky Anggara IlhamUniversitas Sulawesi Tenggara3
Hakiman HakimanUniversitas Sulawesi Tenggara2
Muhammad MuhsarUniversitas Sulawesi Tenggara2
Andi MakkawaruUniversitas Sulawesi Tenggara1
Komang Agus SaputraUniversitas Sulawesi Tenggara1
Andi Kukuh SetiawanUniversitas Sulawesi Tenggara1
Hado HadoUniversitas Sulawesi Tenggara1
Catrin SudardjatUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Sri Jayani SafitriUniversitas Sulawesi Tenggara1
Nurmaida NurmaidaUniversitas Sulawesi Tenggara1
Andi Makkawaru Isazarni JassinAffiliation unknown1
Hado HadoUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Sulaiman SulaimanUniversitas Sulawesi Tenggara1
Nadya Ayu PratiwiUniversitas Sulawesi Tenggara1
Sitti HawaUniversitas Sulawesi Tenggara1
Made ArdikaAffiliation unknown1
Harjunan HarjunanUniversitas Sulawesi Tenggara1
Maisara MaisaraUniversitas Sulawesi Tenggara1
Fikri Aris MunandarUniversitas Sulawesi Tenggara1
Yusnianti YusniantiUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Muhamad Razmi NorisUniversitas Sulawesi Tenggara1
Marhcel Yupi PaembonanUniversitas Sulawesi Tenggara1
I Made Irvandi CahyadiUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Muh. HendriyansaUniversitas Sulawesi Tenggara1
Suratman AldinUniversitas Sulawesi Tenggara1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://jurnal-unsultra.ac.id/index.php/scej/oai, first harvested 30 Okt 2026, last seen 30 Okt 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">Perancangan Sistem Drainase Yang Efektif Guna Mengatasi Masalah Banjir Pada Daerah Bundaran Tank Jalan Martandu Kota Kendari</dc:title>
	<dc:creator>Thahir, Annisa Puji Lestari</dc:creator>
	<dc:creator>Hujiyanto, hujiyanto</dc:creator>
	<dc:creator>Dharmawan, Rizaldi Wahab</dc:creator>
	<dc:description xml:lang="en-US">Flooding is a natural phenomenon that often causes significant losses, influenced by both natural factors and human activities. One of the flood-prone areas is Martandu Street in Kendari, Southeast Sulawesi. This study aims to analyze the drainage capacity along a 1,550 m channel using a quantitative approach based on rainfall data, channel measurements, and hydrological analysis. The results show that the design discharge (4.298 m³/s) exceeds the existing channel capacity (2.913 m³/s), indicating that the drainage system can only accommodate 68% of runoff from a 305.495 ha catchment area. To address this issue, a redesign of the channel was proposed with improved dimensions. The redesigned channel is capable of accommodating a discharge of 4.301 m³/s, ensuring effective drainage performance and reducing flood risk in the area.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2026-04-30</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://jurnal-unsultra.ac.id/index.php/scej/article/view/1488</dc:identifier>
	<dc:identifier>10.54297/sciej.v7i1.1488</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 7 No 1 (2026): Sultra Civil Engineering Journal (SCiEJ); 743-755</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v7i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/1488/1014</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2026 Annisa Puji Lestari Thahir, hujiyanto Hujiyanto, Rizaldi Wahab Dharmawan</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>