Javascript must be enabled to continue!
Simplified Method to Estimate the Green–Ampt Wetting Front Suction and Soil Sorptivity with the Philip–Dunne Falling‐Head Permeameter
View through CrossRef
Wetting front suction and soil sorptivity (S) are relevant parameters to water movement in the vadose zone. Both may be estimated with the Philip–Dunne falling‐head permeameter, given the moisture increment (Δθ) and measured times (tmed and tmax) during an infiltration event. Previous studies have shown that the Philip–Dunne falling head permeameter can be used for estimating saturated hydraulic conductivity (Ks), but its potential to estimate the soil's sorptivity has received little attention. We investigate the ability of the Philip–Dunne method to estimate S and the Green–Ampt's suction at the wetting front, Ψ, by performing a parameter sensitivity analysis, focusing on the boundary conditions that limit the search space of physically sound solutions, and studying the shape factors used in Philip's analysis to reduce the three‐dimensional flux of water in the soil to one dimension. Finally, a useful approximate solution is provided that allows computing both Ks and the Green–Ampt's suction at the wetting front, Ψ, (and hence the macroscopic capillary length parameter, α*) from only two infiltration times, tmed and tmax, without having to resort to such a costly measurement as the soil moisture increment, Δθ, required by the original method.
Title: Simplified Method to Estimate the Green–Ampt Wetting Front Suction and Soil Sorptivity with the Philip–Dunne Falling‐Head Permeameter
Description:
Wetting front suction and soil sorptivity (S) are relevant parameters to water movement in the vadose zone.
Both may be estimated with the Philip–Dunne falling‐head permeameter, given the moisture increment (Δθ) and measured times (tmed and tmax) during an infiltration event.
Previous studies have shown that the Philip–Dunne falling head permeameter can be used for estimating saturated hydraulic conductivity (Ks), but its potential to estimate the soil's sorptivity has received little attention.
We investigate the ability of the Philip–Dunne method to estimate S and the Green–Ampt's suction at the wetting front, Ψ, by performing a parameter sensitivity analysis, focusing on the boundary conditions that limit the search space of physically sound solutions, and studying the shape factors used in Philip's analysis to reduce the three‐dimensional flux of water in the soil to one dimension.
Finally, a useful approximate solution is provided that allows computing both Ks and the Green–Ampt's suction at the wetting front, Ψ, (and hence the macroscopic capillary length parameter, α*) from only two infiltration times, tmed and tmax, without having to resort to such a costly measurement as the soil moisture increment, Δθ, required by the original method.
Related Results
Hemolytic characteristics of three suctioning systems for use with a newly developed cardiopulmonary bypass system
Hemolytic characteristics of three suctioning systems for use with a newly developed cardiopulmonary bypass system
Introduction: We have been developing a closed-circuit cardiopulmonary bypass (CPB) system (“Dihead CPB”) for application during coronary artery bypass grafting (CABG) and valve su...
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Abstract
This study develops the allowable suction pressure envelopes using applicable industrial codes for different suction pile sizes at various penetration depth...
A Modified Philip–Dunne Infiltrometer for Measuring the Field‐Saturated Hydraulic Conductivity of Surface Soil
A Modified Philip–Dunne Infiltrometer for Measuring the Field‐Saturated Hydraulic Conductivity of Surface Soil
There is a current and expanding need to measure surface infiltration rate parameters for stormwater infiltration practices used to mitigate the detrimental effects of land develop...
Effect of Permeability Anisotropy on Probe Permeameter Measurements
Effect of Permeability Anisotropy on Probe Permeameter Measurements
Abstract
Probe permeameter (also known as Mini-permeameter) has been widely used in many field and laboratory applications where in-situ measurements and spatial dis...
Validation of Double Constant and Falling Head Permeameter for Determination of Hydraulic Conductivity of Soils in the Laboratory
Validation of Double Constant and Falling Head Permeameter for Determination of Hydraulic Conductivity of Soils in the Laboratory
The objective of this research was to validate alternative equipment for determining the hydraulic conductivity of saturated soil (Ksat) in laboratory settings. The aim was to deve...
Development of Normal‐Suction Boundary Control Method Based on Inflow Cannula Pressure Waveform for the Undulation Pump Ventricular Assist Device
Development of Normal‐Suction Boundary Control Method Based on Inflow Cannula Pressure Waveform for the Undulation Pump Ventricular Assist Device
AbstractIt is desirable to obtain the maximum assist without suction in ventricular assist devices (VADs). However, high driving power of a VAD may cause severe ventricle suction t...
Thermodynamic analysis of stable wetting states and wetting transition of micro/nanoscale structured surface
Thermodynamic analysis of stable wetting states and wetting transition of micro/nanoscale structured surface
Superhydrophobicity of biological surfaces with micro/nanoscale hierarchical roughness has recently been given great attention and widely reported in many experimental studies due ...
Research on Underground Drip Irrigation and Soil Redistribution - Take Heshan District of Yiyang City as an Example
Research on Underground Drip Irrigation and Soil Redistribution - Take Heshan District of Yiyang City as an Example
Abstract: The drip flow and the buried depth of drip irrigation zone are not only important parameters of subsurface irrigation design and operation management, but also important ...

