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Variation in soil saturated hydraulic conductivity along the hillslope of collapsing granite gullies.

Authors :
Duan, Xiaoqian
Deng, Yusong
Tao, Yu
He, Yangbo
Lin, Lirong
Chen, Jiazhou
Source :
Hydrological Sciences Journal/Journal des Sciences Hydrologiques; Apr2018, Vol. 63 Issue 5, p803-817, 15p
Publication Year :
2018

Abstract

Saturated hydraulic conductivity (<italic>K<subscript>s</subscript></italic>) affects the soil hydrological process and is influenced by many factors that exhibit strong spatial variations. To accurately measure <italic>K<subscript>s</subscript></italic> and its scale, spatial variability and relationship with collapsing gullies, we analysed four double-ring infiltrometer diameters in three soil layers during <italic>in situ</italic> experiments designed to measure <italic>K<subscript>s</subscript></italic> in two typical collapsing gullies (three slope sites) in Tongcheng County of China. The results showed that <italic>K<subscript>s</subscript></italic> increased with increasing inner ring diameter, but no significant difference existed between inner diameters of 30 and 40 cm. The <italic>K<subscript>s</subscript></italic> in red soil layers was higher than that in sandy soil layers, the transition layers had the lowest values. <italic>K<subscript>s</subscript></italic> also varied with slope position, gradually decreasing with distance from the gully head. The suggestion is that the spatial variation in <italic>K<subscript>s</subscript></italic> is affected not only by the intrinsic soil properties but also by the interaction with the collapsing gully. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
02626667
Volume :
63
Issue :
5
Database :
Complementary Index
Journal :
Hydrological Sciences Journal/Journal des Sciences Hydrologiques
Publication Type :
Academic Journal
Accession number :
129102172
Full Text :
https://doi.org/10.1080/02626667.2018.1453610