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Open access Jurnal SINTA 5

Desain Kolam Retensi Tobuuha Dengan Aplikasi Storm Water Management Model (Swmm) Di Kelurahan Tobuuha Kecamatan Puuwatu Kota Kendari

Sultra Civil Engineering Journal (SCiEJ) · Vol. 5 No. 1 (2024) · pp. 254–267

DOI
10.54297/sciej.v5i1.594
ISSN
2716-1714
Published
2024-04-23
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Tobuuha Village, Puuwatu District, Kendari City was previously a green open area which was naturally used for water absorption. However, this area has now changed its function to become a densely populated residential area, resulting in a significant reduction in water absorption. As a result, when it rains, surface flow becomes greater and causes puddles downstream. The aim of this research is to model the Tobuuha retention pond using the SWMM application for environmental changes that occur. Primary data collection was carried out by observing existing conditions and measuring the dimensions of channels and ponds around the retention pond. Meanwhile, secondary data was obtained from related agencies. The results of the research show that the flood discharge that will enter the retention pond is Q5 = 0.559 m3/second with the volume of water that enters and must be accommodated in the retention pond of 4577.0934 m3, while the existing capacity of the retention pond is 6978.44 m3, so it is considered still able to reduce flooding downstream of the pond. Therefore, the city government's plan to expand and increase the depth of the pool is not necessary because it will reduce the open space around the pool. Handling potential flooding and inundation around the location can be done by adjusting the sliding door openings and modifying several channels, namely channels J51-J52, M62-M63, N71-N106, and U97-U101. The SWMM simulation results for the proposed solution show that the retention pond is effective enough to prevent flooding in the surrounding area

Collaboration network of the authors

40 authors · 184 co-authorship links · 9 across different organisations · showing the 40 most connected

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

  • Universitas Halu Oleo
  • Universitas Sulawesi Tenggara
  • Hasanuddin University
  • Universitas Islam Negeri Ar-Raniry
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Tryantini Sundi PutriAffiliation unknown7
Nasrul NasrulUniversitas Halu Oleo3
Rudi BalakaUniversitas Halu Oleo3
Riswal KarammaHasanuddin University2
Edward NgiiUniversitas Halu Oleo2
Romy TalanipaUniversitas Halu Oleo2
Siti Nurjanah AhmadUniversitas Halu Oleo2
Muh Thahir AzikinAffiliation unknown2
Muriadin MuriadinUniversitas Halu Oleo2
Vickky Anggara IlhamUniversitas Sulawesi Tenggara1
Alianti AliantiAffiliation unknown1
Catrin SudardjatUniversitas Sulawesi Tenggara1
Ilham Kari DarmawanUniversitas Halu Oleo1
Amal Ichlasul MagribiUniversitas Halu Oleo1
Romy Suryanigrat Edwin TamburakaUniversitas Halu Oleo1
Evi AriantiUniversitas Halu Oleo1
Abdul KadirUniversitas Halu Oleo1
Rini SriyaniAffiliation unknown1
Reska Angjella MustarifAffiliation unknown1
Agustan AgustanUniversitas Halu Oleo1
Laode M Golok JayaAffiliation unknown1
Adris Ade PutraAffiliation unknown1
Sitti Nurjannah AhmadAffiliation unknown1
Tahir AzikinAffiliation unknown1
Triantini. S. PutriAffiliation unknown1
Fitriah.S Fitriah.SAffiliation unknown1
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry1
Ridwan Syah NuhunUniversitas Halu Oleo1
Baso MursidiAffiliation unknown1
La WelendoAffiliation unknown1
Maskur KimsanAffiliation unknown1
Adris A. PutraAffiliation unknown1
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo1
sulha sulhaAffiliation unknown1
Try Sugiyarto SoepariyantoAffiliation unknown1
Mayura AdityaAffiliation unknown1

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">Desain Kolam Retensi Tobuuha Dengan Aplikasi Storm Water Management Model (Swmm) Di Kelurahan Tobuuha Kecamatan Puuwatu Kota Kendari</dc:title>
	<dc:creator>Faisal, Laode Muhammad</dc:creator>
	<dc:creator>Sukri, Ahmad Syarif</dc:creator>
	<dc:creator>Mangidi, Uniadi</dc:creator>
	<dc:creator>Bafadal, Ishak</dc:creator>
	<dc:description xml:lang="en-US">Tobuuha Village, Puuwatu District, Kendari City was previously a green open area which was naturally used for water absorption. However, this area has now changed its function to become a densely populated residential area, resulting in a significant reduction in water absorption. As a result, when it rains, surface flow becomes greater and causes puddles downstream. The aim of this research is to model the Tobuuha retention pond using the SWMM application for environmental changes that occur. Primary data collection was carried out by observing existing conditions and measuring the dimensions of channels and ponds around the retention pond. Meanwhile, secondary data was obtained from related agencies. The results of the research show that the flood discharge that will enter the retention pond is Q5 = 0.559 m3/second with the volume of water that enters and must be accommodated in the retention pond of 4577.0934 m3, while the existing capacity of the retention pond is 6978.44 m3, so it is considered still able to reduce flooding downstream of the pond. Therefore, the city government's plan to expand and increase the depth of the pool is not necessary because it will reduce the open space around the pool. Handling potential flooding and inundation around the location can be done by adjusting the sliding door openings and modifying several channels, namely channels J51-J52, M62-M63, N71-N106, and U97-U101. The SWMM simulation results for the proposed solution show that the retention pond is effective enough to prevent flooding in the surrounding area</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2024-04-23</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
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	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://jurnal-unsultra.ac.id/index.php/scej/article/view/594</dc:identifier>
	<dc:identifier>10.54297/sciej.v5i1.594</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 5 No 1 (2024): Sultra Civil Engineering Journal (SCiEJ); 254-267</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v5i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/594/360</dc:relation>
	<dc:relation>10.54297/sciej.v5i1.594.g360</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2024 Laode Muhammad Faisal, Ahmad Syarif Sukri, Uniadi Mangidi, Ishak Bafadal</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
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