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Variability of hydro-physical properties in drained peat soil: A case study of Perigi Village, Ogan Komering Ilir, South Sumatra, Indonesia

Journal of Degraded and Mining Lands Management · Vol. 13 No. 2 (2026) · hlm. 9847–9858

DOI
10.15243/jdmlm.2026.132.9847
ISSN
2502-2458, 2339-076X
Terbit
2026-04-01
Penerbit
Brawijaya University
Bahasa
eng
Lisensi
creativecommons.org/licenses/by-nc/4.0

Abstrak

Peatlands have a hydrological function, providing water, controlling floods and weather conditions, and regulating chemical and biological processes in the soil. Among the most important hydrological parameters indicating peatland damage are soil hydraulic conductivity (Ks), bulk density, and porosity. This study aimed to determine the diversity of soil hydraulic conductivity values in peatlands reclaimed for agriculture. Soil sampling was carried out in the peatlands of Perigi Village, included in the Sugihan-Saleh KHG (Peat Hydrological Area). The Ks measurement method in the laboratory uses the constant head method. The research results showed that the vertical permeability coefficient (kv) was 50.21-52.63 cm/h and the horizontal permeability coefficient (kh) was 113.2 cm/h. Spatial variations did not show significant differences, and the Ks value relative to the distance to the drainage channel shows the same inhibiting value of 50.21-52.63 cm/h. Soil porosity values ranged from 92.10 to 95.34%, and soil bulk weights ranged from 0.12 to 0.23 g/cm3. This condition shows that horizontal water movement is very fast and this causes a rapid decrease in the water level if the land is opened up by building channels. Therefore, assessing damage to peatland also determines the number of land drainage networks that have been built. To control the groundwater level so that it does not fall quickly and in accordance with the compliance figure of 40 cm, the construction of canal blocking is absolutely necessary in the drainage system in agricultural and plantation areas.

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  • Muhammadiyah University of Makassar
  • Al-Mustafa International University
  • Institut Seni Budaya Indonesia Aceh
  • Hasanuddin University
  • Sriwijaya University
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Agus HermawanAfiliasi tidak diketahui4
A NapoleonAfiliasi tidak diketahui3
Ramawulan DAfiliasi tidak diketahui2
Sodik Momon manudinAfiliasi tidak diketahui2
BakriAfiliasi tidak diketahui2
Della Abelya AfifahAfiliasi tidak diketahui2
Nurhayati DamiriAfiliasi tidak diketahui2
S. Masreah BernasAfiliasi tidak diketahui2
Rujito A. SuwignyoAfiliasi tidak diketahui2
Momon Sodik Imanudin ImanudinAfiliasi tidak diketahui2
As’ad Syazili SyaziliAfiliasi tidak diketahui2
Muh Bambang Prayitno PrayitnoAfiliasi tidak diketahui2
A. HermawanAfiliasi tidak diketahui2
Z KhoiriyahAfiliasi tidak diketahui2
Hyunyoung YangAfiliasi tidak diketahui2
Muhammad TahnurMuhammadiyah University of Makassar1
Supratman SupratmanAl-Mustafa International University1
Sitti KasmiatiAfiliasi tidak diketahui1
La Ode NursalamAfiliasi tidak diketahui1
Mustafa MustafaInstitut Seni Budaya Indonesia Aceh1
Sri ChandrabaktyAfiliasi tidak diketahui1
Edwin FadlyAfiliasi tidak diketahui1
Tuti BahfiartiHasanuddin University1
Andi Alimuddin UndeAfiliasi tidak diketahui1
Ervin Nora SusantiAfiliasi tidak diketahui1
Firdaus HamtaAfiliasi tidak diketahui1
Hamzah HasyimAfiliasi tidak diketahui1
Elizabet MatolisiAfiliasi tidak diketahui1
Ngudiantoro NgudiantoroSriwijaya University1
Erlianto Hona SaputraAfiliasi tidak diketahui1
Soleha SolehaAfiliasi tidak diketahui1
Adipati NapoleonAfiliasi tidak diketahui1
Nadhira Ghea SalsabilaAfiliasi tidak diketahui1
M.S. ImanudinAfiliasi tidak diketahui1
As'ad SyaziliAfiliasi tidak diketahui1

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Sumber metadata: OAI-PMH (metadata jurnal) http://jdmlm.ub.ac.id/index.php/jdmlm/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 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-US">Variability of hydro-physical properties in drained peat soil: A case study of Perigi Village, Ogan Komering Ilir, South Sumatra, Indonesia</dc:title>
	<dc:creator>Imanudin, Momon Sodik</dc:creator>
	<dc:creator>Bakri, Bakri</dc:creator>
	<dc:creator>Prayitno, Muh. Bambang</dc:creator>
	<dc:creator>Sazili, A.</dc:creator>
	<dc:creator>Choi, Eunho</dc:creator>
	<dc:subject xml:lang="en-US">drainage</dc:subject>
	<dc:subject xml:lang="en-US">hydraulic conductivity</dc:subject>
	<dc:subject xml:lang="en-US">peat soil</dc:subject>
	<dc:subject xml:lang="en-US">water table </dc:subject>
	<dc:description xml:lang="en-US">Peatlands have a hydrological function, providing water, controlling floods and weather conditions, and regulating chemical and biological processes in the soil. Among the most important hydrological parameters indicating peatland damage are soil hydraulic conductivity (Ks), bulk density, and porosity. This study aimed to determine the diversity of soil hydraulic conductivity values in peatlands reclaimed for agriculture. Soil sampling was carried out in the peatlands of Perigi Village, included in the Sugihan-Saleh KHG (Peat Hydrological Area). The Ks measurement method in the laboratory uses the constant head method. The research results showed that the vertical permeability coefficient (kv) was 50.21-52.63 cm/h and the horizontal permeability coefficient (kh) was 113.2 cm/h. Spatial variations did not show significant differences, and the Ks value relative to the distance to the drainage channel shows the same inhibiting value of 50.21-52.63 cm/h. Soil porosity values ranged from 92.10 to 95.34%, and soil bulk weights ranged from 0.12 to 0.23 g/cm3. This condition shows that horizontal water movement is very fast and this causes a rapid decrease in the water level if the land is opened up by building channels. Therefore, assessing damage to peatland also determines the number of land drainage networks that have been built. To control the groundwater level so that it does not fall quickly and in accordance with the compliance figure of 40 cm, the construction of canal blocking is absolutely necessary in the drainage system in agricultural and plantation areas.</dc:description>
	<dc:publisher xml:lang="en-US">Brawijaya University</dc:publisher>
	<dc:date>2026-04-01</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://jdmlm.ub.ac.id/index.php/jdmlm/article/view/17560</dc:identifier>
	<dc:identifier>10.15243/jdmlm.2026.132.9847</dc:identifier>
	<dc:source xml:lang="en-US">Journal of Degraded and Mining Lands Management; Vol. 13 No. 2 (2026); 9847-9858</dc:source>
	<dc:source>2502-2458</dc:source>
	<dc:source>2339-076X</dc:source>
	<dc:source>10.15243/jdmlm.2026.132</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jdmlm.ub.ac.id/index.php/jdmlm/article/view/17560/1997</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2026 Journal of Degraded and Mining Lands Management</dc:rights>
	<dc:rights xml:lang="en-US">https://creativecommons.org/licenses/by-nc/4.0</dc:rights>
</oai_dc:dc>