scispace - formally typeset
Journal ArticleDOI

Flow rate dependence of soil hydraulic characteristics

Reads0
Chats0
TLDR
In this paper, the rate dependence of unsaturated hydraulic characteristics was analyzed using both steady state and transient flow analysis using one-step and multistep outflow experiments, as well as quasi-static experiments were performed on identical, disturbed samples of a sandy and a loamy soil.
Abstract
The rate dependence of unsaturated hydraulic characteristics was analyzed using both steady state and transient flow analysis. One-step and multistep outflow experiments, as well as quasi-static experiments were performed on identical, disturbed samples of a sandy and a loamy soil to evaluate the influence of flow rate on the calculated retention and unsaturated hydraulic conductivity curves. For the sandy soil, a significant influence of the flow rate on both the retention and unsaturated hydraulic conductivity characteristic was observed. At a given matric potential, more water was retained with greater applied pneumatic pressures. Matric potential differences of 10 to 15 cm (for given saturation) and water content differences of up to 7% (for given potential) could be observed between the slowest and the fastest outflow experiments, predominantly at the beginning of drainage. The hydraulic conductivity also increased with increasing flow rate for higher saturations, while a lower hydraulic conductivity was observed near residual saturation for the higher flow rates. We observed a continuously increasing total water potential gradient in the sandy soil as it drained, especially for high-pressure transient one-step experiments. This indicates a significant deviation from static equilibrium, as obtained under static or steady-state conditions. For the finer textured soil, these flow-rate dependent regimes were not apparent. A number of physical processes can explain the observed phenomena. Water entrapment and pore blockage play a significant role for the high flow rates, as well as lack of air continuity in the sample during the wettest stages of the experiment.

read more

Content maybe subject to copyright    Report

Citations
More filters
Journal ArticleDOI

Review and comparison of models for describing non-equilibrium and preferential flow and transport in the vadose zone

TL;DR: In this paper, a review of existing approaches for modeling preferential and non-equilibrium flow and transport in the vadose zone is presented, which range from relatively simplistic models to more complex physically based dual-porosity, dual-permeability, and multi-region type models.
Journal ArticleDOI

Dynamic Effect in the Capillary Pressure–Saturation Relationship and its Impacts on Unsaturated Flow

TL;DR: A review of these experiments shows that the coefficient arising in the theoretical analysis can be estimated from the reported data as mentioned in this paper, and recently developed pore-scale models that simulate interface dynamics within a network of pores can also be used to estimate the appropriate dynamic coefficients.
Journal ArticleDOI

HYDRUS: Model Use, Calibration, and Validation

TL;DR: An overview of theHYDRUS codes is provided, which HYDRUS parameters can be estimated using internally built optimization routines and which type of experimental data can be used for this, and various calibration approaches that have been used in the literature in combination with the HYDR US codes are reviewed.
Journal ArticleDOI

Inverse Modeling of Subsurface Flow and Transport Properties: A Review with New Developments

TL;DR: In this article, the authors review the current state of the art of inverse modeling for estimating unsaturated flow and transport processes, and discuss the historical background that led to the current perspectives on inverse modeling, and review the solution algorithms used to solve the parameter estimation problem.
Journal ArticleDOI

Capillary pressure for the sand–CO2–water system under various pressure conditions. Application to CO2 sequestration

TL;DR: In this paper, the authors present a method with which static drainage and imbibition capillary pressures can be measured continuously as a function of saturation at various temperature (T, P) and pressure (P) conditions.
References
More filters
Journal ArticleDOI

A closed-form equation for predicting the hydraulic conductivity of unsaturated soils

TL;DR: Van Genuchten et al. as mentioned in this paper proposed a closed-form analytical expression for predicting the hydraulic conductivity of unsaturated soils based on the Mualem theory, which can be used to predict the unsaturated hydraulic flow and mass transport in unsaturated zone.
Journal ArticleDOI

A new model for predicting the hydraulic conductivity of unsaturated porous media

Y. Mualem
TL;DR: In this article, a simple analytic model is proposed which predicts the unsaturated hydraulic conductivity curves by using the moisture content-capillary head curve and the measured value of the hydraulic conductivities at saturation.
Journal ArticleDOI

Thermodynamic basis of capillary pressure in porous media

TL;DR: In this paper, a thermodynamic approach to the definition of capillary pressure provides a theoretically sound alternative to the simple hysteretic function of saturation, and an approach is presented whereby the presence of interfaces and their distribution within a multiphase system are essential to describing the state of the system under study.
Journal ArticleDOI

Determining soil hydraulic properties from one-step outflow experiments by parameter estimation. I: Theory and numerical studies

TL;DR: In this article, the numerical feasibility of determining water retention and hydraulic conductivity functions simultaneously from one-step pressure outflow experiments on soil cores by a parameter estimation method is evaluated.
Related Papers (5)