GLORIA

GEOMAR Library Ocean Research Information Access

Your email was sent successfully. Check your inbox.

An error occurred while sending the email. Please try again.

Proceed reservation?

Export
Filter
  • Wiley  (6)
  • Ward, Andy L.  (6)
  • 2000-2004  (6)
Material
Publisher
  • Wiley  (6)
Person/Organisation
Language
Years
  • 2000-2004  (6)
Year
  • 1
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  Vadose Zone Journal Vol. 2, No. 4 ( 2003), p. 627-
    In: Vadose Zone Journal, Wiley, Vol. 2, No. 4 ( 2003), p. 627-
    Type of Medium: Online Resource
    ISSN: 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 2
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  Vadose Zone Journal Vol. 2, No. 2 ( 2003-05), p. 201-211
    In: Vadose Zone Journal, Wiley, Vol. 2, No. 2 ( 2003-05), p. 201-211
    Abstract: Accurate assessment of water flow and contaminant transport in unsaturated porous media at the field scale is often hindered by difficulties associated with obtaining reliable estimates of soil hydraulic properties. The unsteady drainage‐flux method is one of the commonly used methods to measure in situ unsaturated hydraulic properties of soils. However, the properties obtained by this method using instantaneous profile data analysis may not be the best estimation of actual values of hydraulic properties. We present an improved analysis of the data from drainage experiments using inverse modeling, which uses nonlinear regression methods to estimate hydraulic parameters. Parameter identifiability is evaluated through sensitivity and uniqueness analyses. We used the combination of the inverse modeling program, UCODE, with the flow simulator, STOMP, for inverse modeling. Applying the inverse method to a field drainage experiment in sandy soil showed that all the van Genuchten (1980) hydraulic parameters could be estimated uniquely when both water content (θ) and pressure head ( h ) data were used. The parameter estimates by inverse technique using both θ and h data simulated the flow better than the parameter values obtained by the conventional instantaneous‐profile analysis method. After the spatial and temporal sensitivities were analyzed, a more rational experimental design was recommended.
    Type of Medium: Online Resource
    ISSN: 1539-1663 , 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 3
    Online Resource
    Online Resource
    Wiley ; 2004
    In:  Vadose Zone Journal Vol. 3, No. 4 ( 2004-11), p. 1471-1478
    In: Vadose Zone Journal, Wiley, Vol. 3, No. 4 ( 2004-11), p. 1471-1478
    Abstract: The hydraulic conductivity of unsaturated anisotropic soils has recently been described with a tensorial connectivity–tortuosity (TCT) concept. We present a mathematical formalization of the connectivity–tortuosity tensor, assuming that its principal axes coincide with those of the hydraulic conductivity tensor at saturation. The hydraulic conductivity tensor of such unsaturated anisotropic soils is given as the product of a scalar variable, the symmetric connectivity–tortuosity tensor, and the hydraulic conductivity tensor at saturation. The influence of the degree of saturation on hydraulic conductivity is illustrated for four well‐defined synthetic soils through radial plots of the hydraulic conductivity scalar and of the reciprocal hydraulic resistivity scalar, both as a function of saturation. The resulting curves are ellipses. The eccentricity of these ellipses is a measure of the degree of anisotropy of the soil at a given saturation.
    Type of Medium: Online Resource
    ISSN: 1539-1663 , 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2004
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 4
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  Vadose Zone Journal Vol. 2, No. 3 ( 2003-08), p. 313-321
    In: Vadose Zone Journal, Wiley, Vol. 2, No. 3 ( 2003-08), p. 313-321
    Abstract: The anisotropy in unsaturated hydraulic conductivity is saturation dependent. Yet, there are few options for modeling this phenomenon in natural soils. A tensorial connectivity–tortuosity (TCT) concept is proposed to describe the unsaturated soil hydraulic conductivity. The TCT concept assumes that soil pore connectivity and/or tortuosity are anisotropic and can be described using a tensor. Saturation‐dependent anisotropy can be easily invoked in common models of relative permeability by incorporating the connectivity tensor. Synthetic Miller‐similar soils having hypothetical anisotropy are defined by allowing the saturated hydraulic conductivity to have different correlation range for different directions of flow. The TCT concept was tested using the synthetic soils with four levels of heterogeneity and four levels of anisotropy. The results show that the soil water retention curves were independent of flow direction but dependent on soil heterogeneity, while the connectivity–tortuosity coefficient is a function of both soil heterogeneity and anisotropy. The TCT model can accurately describe the unsaturated hydraulic functions of anisotropic soils and can be easily combined with commonly used relative permeability functions for use in numerical solutions of the flow equation.
    Type of Medium: Online Resource
    ISSN: 1539-1663 , 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 5
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  Vadose Zone Journal Vol. 2, No. 2 ( 2003), p. 201-
    In: Vadose Zone Journal, Wiley, Vol. 2, No. 2 ( 2003), p. 201-
    Type of Medium: Online Resource
    ISSN: 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
  • 6
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  Vadose Zone Journal Vol. 2, No. 4 ( 2003-11), p. 627-632
    In: Vadose Zone Journal, Wiley, Vol. 2, No. 4 ( 2003-11), p. 627-632
    Abstract: To assess contaminant fluxes in the vadose zone water flux and solute concentrations must be known but they are seldom measured simultaneously at the same location. A water fluxmeter (WFM) with divergence control was modified to measure solute concentrations by adding a funnel and collection vial to the bottom of the meter. Laboratory experiments using coarse and fine sands showed that measured solute concentrations and known water fluxes can be combined to provide estimates of solute flux. Water containing a NO − 3 tracer was applied at a rate of 1.97 × 10 −8 m s −1 (621 mm yr −1 ), and water flux was simultaneously measured along with NO − 3 concentrations in the outflow water. The general agreement in fitted and measured pore‐water velocities suggests that the breakthrough curves of NO − 3 measured using the drainage through the WFM can be used to estimate the pore‐water velocity of the soil. Solute travel‐time through the 60‐cm‐long wick was 〈 10% of the travel time through the sands and could be neglected. Flow divergence was examined by measuring the soil water content and pressure head at different positions and by measuring the water flux passing through and around the WFM. Divergence was controlled by a 15‐cm‐high barrier such that more than 80% of the flow passed through the fluxmeter in both soils. Results show that the modified SFM can provide a convenient method for long‐term monitoring of contaminant flux.
    Type of Medium: Online Resource
    ISSN: 1539-1663 , 1539-1663
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2088189-7
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
Close ⊗
This website uses cookies and the analysis tool Matomo. More information can be found here...