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Two-Dimensional Probabilistic Infiltration Analysis in a Hillslope Using First-Order Moment Approach
Rui-Xuan Tang1, Jing-Sen Cai, Tian-Chyi Jim Yeh2
1Wuchang University of Technology, 16 Jiangxia Road, Wuhan, 430223, China.
This study uses a first-order moment analysis to assess how pore-water pressure varies in hillslope soil due to changes in saturated hydraulic conductivity (Ks). Key factors influencing pressure head variability include Ks variance, anisotropy, and infiltration flux.
Area of Science:
- Hydrogeology
- Geophysics
- Environmental Science
Background:
- Spatial variability in saturated hydraulic conductivity (Ks) significantly impacts hillslope hydrology.
- Understanding pore-water pressure dynamics is crucial for predicting water flow and stability in unsaturated and saturated zones.
Purpose of the Study:
- To introduce a first-order moment analysis method for evaluating pore-water pressure variability.
- To investigate the influence of Ks variance, spatial anisotropy, and infiltration flux on pore-water pressure uncertainty.
Main Methods:
- Employed a first-order moment analysis approach.
- Analyzed the impact of variance of the natural logarithm of Ks (ln Ks), spatial structure anisotropy of ln Ks, and normalized vertical infiltration flux (q).
Main Results:
- Pore-water pressure variability differs between unsaturated and saturated regions.
- In unsaturated zones, higher Ks variance, greater anisotropy, and lower infiltration flux increase pressure head variability.
- In saturated zones, higher Ks variance, lower anisotropy, or higher infiltration flux increase pressure head variability.
Conclusions:
- The variance of ln Ks has the most significant impact on pressure head variance, especially in saturated zones.
- These findings offer critical insights into how soil heterogeneity affects hillslope hydrology and flow field uncertainty.
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