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Estimating unsaturated hydraulic conductivity in unsaturated soil using soil moisture sensors
Estimating unsaturated hydraulic conductivity in unsaturated soil using soil moisture sensors
| cris.virtual.department | Universiti Malaysia Perlis | |
| cris.virtualsource.department | 34a99c7e-99aa-4623-be61-6932783a7155 | |
| dc.contributor.author | Ong Sin Tian | |
| dc.contributor.author | Goh Eng Giap | |
| dc.contributor.author | Rudiyanto Rudiyanto | |
| dc.contributor.author | Mohammad Fadhli Ahmad | |
| dc.contributor.author | Roslaili Abdul Aziz | |
| dc.date.accessioned | 2026-04-02T08:23:25Z | |
| dc.date.available | 2026-04-02T08:23:25Z | |
| dc.date.issued | 2023 | |
| dc.description.abstract | Unsaturated hydraulic conductivity (K) is a measurement of soil water-retaining ability in unsaturated soil. The unsaturated hydraulic properties are necessary to predict the movement of water in unsaturated soil. The current study aims to create an alternative experimental device to estimate the K using soil moisture sensors. The experimental set up was designed and fabricated in order to measure the volumetric water content using GS3 (Campbell) sensors at different heights. The data obtained from the sensors was validated using mass of moist sand column measured from electronic balance. The K was estimated with the help of retention and conductivity functions. The primary materials used in the study were solute-free water and sand. It was found that the reading from the sensors was in good match with the reading of the volumetric water content calculated from the mass of water in the sand column with a root mean square error of 0.0091. Soil water retention curve and hydraulic conductivity were plotted using Peters-Durner-Iden (PDI) model. The results were compared to the van Genuchten function. The K prediction was initially equivalent for both models, but the later overpredicts the falling rate of hydraulic conductivity with the increasing soil matric suction before underpredict after 200 cm matric suction on a sandy soil. PDI function was able to extrapolate the hydraulic conductivity film flow region of sandy soil. | |
| dc.identifier.doi | 10.30880/ijie.2023.15.01.024 | |
| dc.identifier.uri | https://publisher.uthm.edu.my/ojs/index.php/ijie/article/view/8534/5675 | |
| dc.identifier.uri | https://publisher.uthm.edu.my/v3/ | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14170/16176 | |
| dc.language.iso | en | |
| dc.publisher | Penerbit UTHM | |
| dc.relation.ispartof | International Journal of Integrated Engineering | |
| dc.relation.issn | 2229-838X | |
| dc.relation.issn | 2600-7916 | |
| dc.subject | Characteristic Curve | |
| dc.subject | Hydraulic Conductivity Function | |
| dc.subject | MP6 And GS3 Sensors | |
| dc.subject | Soil Water Content Sensor | |
| dc.title | Estimating unsaturated hydraulic conductivity in unsaturated soil using soil moisture sensors | |
| dc.type | journal-article | |
| dspace.entity.type | Publication | |
| oaire.citation.endPage | 272 | |
| oaire.citation.issue | 1 | |
| oaire.citation.startPage | 265 | |
| oaire.citation.volume | 15 | |
| oairecerif.author.affiliation | Universiti Malaysia Terengganu | |
| oairecerif.author.affiliation | Universiti Malaysia Terengganu | |
| oairecerif.author.affiliation | Universiti Malaysia Terengganu | |
| oairecerif.author.affiliation | Universiti Malaysia Terengganu | |
| oairecerif.author.affiliation | Universiti Malaysia Perlis |
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