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Tyre Drop Structure Design for Erosion Handling in Mine Rehabillitation Area: Desain Tyre Drop Structure untuk Penanganan Erosi pada Area Rehabilitasi Tambang

JURNAL GEOCELEBES · Vol. 6 No. 2 (2022) · pp. 166–178

DOI
10.20956/geocelebes.v6i2.21106
ISSN
2579-5546, 2579-5821
Published
2022-10-31
Publisher
Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar
Language
en

Abstract

Mining activities require large work areas that potentially cause environmental problems. One of the impacts that can be caused is an increase of erosion rate, which can reduce the function of the land, especially in the location that planned to be mine rehabilitation area. The potential for erosion formed must be predicted to prepare methods of prevention. Estimation of erosion potential was carried out at Tiung AB Dump PT. Kaltim Prima Coal uses the RUSLE (Revised Unified Soil Loss Equation) method which considers rain erosivity, material erodibility, slope factor, vegetation factor and conservation factor. Based on the results of the study, the average erosion rate was 292.4 tons/ha/month with a catchment area of ​​0.674 km2. Erosion reduction uses a conservation technique using the terracing method which is supported by the construction of an open channel to drain the rain discharge that enters the catchment area. Rainfall uses data from the last 15 years with the highest rainfall in January of 231.9 mm/month and the lowest in September of 118.3 mm/month. The 10-year return period of the highest rainfall is 121.49 mm/day. Peak runoff rainfall is 13.22 m3/s with infiltration discharge is 9.72 m3/s. The designed open channel has a flow rate of 21.09 m3/s with supercritical flow. The use of a tire drop structure can reduce the speed up to 3.8 m/s which is within the permissible speed based on the type of material so that erosion can be reduced to 11.7 tons/ha/month or 96% of the natural erosion rate.

Keywords

Collaboration network of the authors

40 authors · 77 co-authorship links · 10 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
  • Diponegoro University
  • State University of Semarang
  • Omdurman Islamic University
  • King Faisal University
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Wa NurgayahAffiliation unknown7
. YusnainiAffiliation unknown3
Amar Sharaf Eldin KhairOmdurman Islamic University2
A. H. I. ElfaigAffiliation unknown2
Henna Rya SunokoDiponegoro University2
La Ode Baytul AbidinAffiliation unknown2
A. Ginong PratikinoUniversitas Halu Oleo2
Indriyani NurUniversitas Halu Oleo2
M. E. YassenKing Faisal University1
Budi WarsitoDiponegoro University1
Sunarno SunarnoState University of Semarang1
Trida Ridho FarizState University of Semarang1
Andhina Putri HeriyantiDiponegoro University1
Hartuti PurnaweniDiponegoro University1
Asriyana AsriyanaUniversitas Halu Oleo1
Endang Rahmi HuteAffiliation unknown1
Azwar SidiqUniversitas Halu Oleo1
Nurhuda AnnaastasiaUniversitas Halu Oleo1
Akhmad MansyurUniversitas Halu Oleo1
Sjamsu Alam LawelleAffiliation unknown1
Hasbullah SyafAffiliation unknown1
Adiyanto AdiyantoAffiliation unknown1
Muslim TadjuddahAffiliation unknown1
Asep AsepAffiliation unknown1
. FirmansyahAffiliation unknown1
Muh. RivaldyAffiliation unknown1
. FitriAffiliation unknown1
. RahmadaniAffiliation unknown1
. AyuAffiliation unknown1
Muhammad Fajrin OdeAffiliation unknown1
. SahidinAffiliation unknown1
Arwan Arif RahmanAffiliation unknown1
Rusham MuhuAffiliation unknown1
Agus SupriyadiAffiliation unknown1
Ricky RickyAffiliation unknown1
Muhammad RuslinAffiliation unknown1
Tti DesmariAffiliation 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://journal.unhas.ac.id/index.php/geocelebes/oai, first harvested 3 Nov 2026, last seen 3 Nov 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en">Tyre Drop Structure Design for Erosion Handling in Mine Rehabillitation Area: Desain Tyre Drop Structure untuk Penanganan Erosi pada Area Rehabilitasi Tambang</dc:title>
	<dc:creator xml:lang="en">Hidayat, Nuzul</dc:creator>
	<dc:creator xml:lang="en">Ramli, Muhammad </dc:creator>
	<dc:creator xml:lang="en">Purwanto, Purwanto</dc:creator>
	<dc:subject xml:lang="en">conservation</dc:subject>
	<dc:subject xml:lang="en">terracering</dc:subject>
	<dc:subject xml:lang="en">supercritical</dc:subject>
	<dc:subject xml:lang="en">channel</dc:subject>
	<dc:subject xml:lang="en">rehabilitation</dc:subject>
	<dc:description xml:lang="en">Mining activities require large work areas that potentially cause environmental problems. One of the impacts that can be caused is an increase of erosion rate, which can reduce the function of the land, especially in the location that planned to be mine rehabilitation area. The potential for erosion formed must be predicted to prepare methods of prevention. Estimation of erosion potential was carried out at Tiung AB Dump PT. Kaltim Prima Coal uses the RUSLE (Revised Unified Soil Loss Equation) method which considers rain erosivity, material erodibility, slope factor, vegetation factor and conservation factor. Based on the results of the study, the average erosion rate was 292.4 tons/ha/month with a catchment area of ​​0.674 km2. Erosion reduction uses a conservation technique using the terracing method which is supported by the construction of an open channel to drain the rain discharge that enters the catchment area. Rainfall uses data from the last 15 years with the highest rainfall in January of 231.9 mm/month and the lowest in September of 118.3 mm/month. The 10-year return period of the highest rainfall is 121.49 mm/day. Peak runoff rainfall is 13.22 m3/s with infiltration discharge is 9.72 m3/s. The designed open channel has a flow rate of 21.09 m3/s with supercritical flow. The use of a tire drop structure can reduce the speed up to 3.8 m/s which is within the permissible speed based on the type of material so that erosion can be reduced to 11.7 tons/ha/month or 96% of the natural erosion rate.</dc:description>
	<dc:publisher xml:lang="en">Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar</dc:publisher>
	<dc:date>2022-10-31</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://journal.unhas.ac.id/index.php/geocelebes/article/view/21106</dc:identifier>
	<dc:identifier>10.20956/geocelebes.v6i2.21106</dc:identifier>
	<dc:source xml:lang="en">JURNAL GEOCELEBES; Vol. 6 No. 2: October 2022; 166 – 178</dc:source>
	<dc:source>2579-5546</dc:source>
	<dc:source>2579-5821</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://journal.unhas.ac.id/index.php/geocelebes/article/view/21106/8792</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2022 JURNAL GEOCELEBES</dc:rights>
</oai_dc:dc>