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Analisa Angkutan Sedimen Pada Hulu Bendung Aepodu Kabupaten Konawe Selatan

Sultra Civil Engineering Journal (SCiEJ) · Vol. 2 No. 1 (2021) · pp. 1–7

DOI
10.54297/sciej.v2i1.161
ISSN
2716-1714
Published
2021-09-28
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Research on Aepodu Weir Sediment Transport Analysis in South Konawe District, based on observations in the field, Aepodu Weir has a sediment buildup that has now exceeded the height of the weir light house. The purpose of the study was to analyze the magnitude of Aepodu river flow and to analyze the amount of sediment transport that occurred in the Aepodu dam. The method used to determine the amount of bed load transport uses stchoklitscht, while for transporting suspended load using forcheimer. The results of the analysis of the average flow of the Aepodu river were 3,604 m3 / second. Sediment transport that occurs in Aepodu weir is Bedload transport (Qb) of 291625.771 tons / year, and suspended load transport (Qs) of 16972,423 tons / year, so that the total sediment transport (QT) is 308598,194 tons / year.

Collaboration network of the authors

33 authors · 97 co-authorship links · 5 across different organisations

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

  • Universitas Sulawesi Tenggara
  • Universitas Halu Oleo
  • Institut Agama Islam Negeri Kendari
  • 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 Tenggara9
Sufrianto SufriantoUniversitas Sulawesi Tenggara8
Hujiyanto HujiyantoUniversitas Sulawesi Tenggara3
Andi MakkawaruUniversitas Sulawesi Tenggara3
Catrin SudardjatUniversitas Sulawesi Tenggara2
Hakiman HakimanUniversitas Sulawesi Tenggara2
Komang Agus SaputraUniversitas Sulawesi Tenggara1
Andi Kukuh SetiawanUniversitas Sulawesi Tenggara1
Andi Makkawaru Isazarni JassinAffiliation unknown1
Hado HadoUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Ahmad Syarif SukriUniversitas Halu Oleo1
Alianti AliantiAffiliation unknown1
Muh. Fiqram AbdillahUniversitas Sulawesi Tenggara1
Sulaiman SulaimanUniversitas Sulawesi Tenggara1
La MenudiUniversitas Sulawesi Tenggara1
Febriansyah ArsyadUniversitas Sulawesi Tenggara1
Harjunan HarjunanUniversitas Sulawesi Tenggara1
Lisman LismanUniversitas Sulawesi Tenggara1
Annur Rahmadhani AsanaUniversitas Sulawesi Tenggara1
La Ode Altakdir IlahiUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinInstitut Agama Islam Negeri Kendari1
Sindi MeilaniUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Heru Dwi FitriawanUniversitas Sulawesi Tenggara1
Wa Ode NadilaUniversitas Sulawesi Tenggara1
Siti Mariam AprillianUniversitas Sulawesi Tenggara1
Wa Ode MiniUniversitas Sulawesi Tenggara1
Anastsya FahiraUniversitas 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">Analisa Angkutan Sedimen Pada Hulu Bendung Aepodu Kabupaten Konawe Selatan</dc:title>
	<dc:creator>Putra, Ramadhan Hidayat</dc:creator>
	<dc:creator>Syukri, Amad Syarif</dc:creator>
	<dc:creator>Sudarjat, Catrin</dc:creator>
	<dc:creator>Ilham, Vickky Anggara</dc:creator>
	<dc:description xml:lang="en-US">Research on Aepodu Weir Sediment Transport Analysis in South Konawe District, based on observations in the field, Aepodu Weir has a sediment buildup that has now exceeded the height of the weir light house. The purpose of the study was to analyze the magnitude of Aepodu river flow and to analyze the amount of sediment transport that occurred in the Aepodu dam. The method used to determine the amount of bed load transport uses stchoklitscht, while for transporting suspended load using forcheimer. The results of the analysis of the average flow of the Aepodu river were 3,604 m3 / second. Sediment transport that occurs in Aepodu weir is Bedload transport (Qb) of 291625.771 tons / year, and suspended load transport (Qs) of 16972,423 tons / year, so that the total sediment transport (QT) is 308598,194 tons / year.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2021-09-28</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/161</dc:identifier>
	<dc:identifier>10.54297/sciej.v2i1.161</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ); 1-7</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v2i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/161/94</dc:relation>
	<dc:relation>10.54297/sciej.v2i1.161.g94</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2021 Ramadhan Hidayat Putra, Amad Syarif Syukri, Catrin Sudarjat, Vickky Anggara Ilham</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
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