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Journal articles on the topic 'Tension infiltrometer'

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Published: 4 June 2021

Last updated: 6 February 2022

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1

Hunter, A. E., H. W. Chau, and B. C. Si. "Impact of tension infiltrometer disc size on measured soil water repellency index." Canadian Journal of Soil Science 91, no. 1 (February 2011): 77–81. http://dx.doi.org/10.4141/cjss10033.

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Hunter, A. E., Chau, H. W. and Si, B. C. 2011. Impact of tension infiltrometer disc size on measured soil water repellency index. Can. J. Soil Sci. 91: 77–81. Accurate measurement of soil water repellency (or hydrophobicity) is important for assessing the hydraulic properties of soils. Water repellency index (RI), a measure of soil water repellency, can be determined using the tension infiltrometer. Little is known about the effects of different infiltrometer disc sizes on measured RI. Furthermore, the impact of method selection in the context of site assessment is unknown. The objective of this study was to determine if the infiltrometer disc size affects the measured RI. Studies were conducted on seven sandy and one clay site in Western Canada in 2008 and 2009. Mini (disc 4.5 cm in diameter) and standard (disc 20 cm in diameter) tension infiltrometers were used to determine RI. There was strong spatial variability in RI values at all sites. Higher RI and greater variance were associated with the smaller disc size due to the smaller zone of influence. Water repellency index values obtained from the mini and standard tension infiltrometers were not statistically different in most cases. We conclude that the mini infiltrometer is an appropriate method for site assessment of RI. The mini infiltrometer RI values were compared with those from the standard infiltrometer, resulting in a 44% accuracy rate with a type I error in 33% of the cases and a type II error in 22% of the cases.

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2

Schwärzel, Kai, and Jürgen Punzel. "Hood Infiltrometer-A New Type of Tension Infiltrometer." Soil Science Society of America Journal 71, no. 5 (September 2007): 1438–47. http://dx.doi.org/10.2136/sssaj2006.0104.

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3

Ankeny, M. D., T. C. Kaspar, and R. Horton. "Design for an Automated Tension Infiltrometer." Soil Science Society of America Journal 52, no. 3 (May 1988): 893–96. http://dx.doi.org/10.2136/sssaj1988.03615995005200030054x.

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4

McKenzie, N. J., H. P. Cresswell, H. Rath, and D. Jacquier. "Measurement of unsaturated hydraulic conductivity using tension and drip infiltrometers." Soil Research 39, no. 4 (2001): 823. http://dx.doi.org/10.1071/sr99136.

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We investigated differences between constant flux and constant potential methods for determining unsaturated hydraulic conductivity in the laboratory. A cheap and robust method was required. The constant flux drip infiltrometer has been used with large intact cores on a wide range of Australian soils. However, the method can be simplified by replacing the drip infiltrometer with a constant potential tension infiltrometer (disc permeameter). We conducted a series of measurements using 9 soil cores to determine whether the measured hydraulic conductivity differed with each method at matric potentials of –10, –20, or –50 mm. Hysteresis effects were also examined because tension infiltrometer measurements are usually made on the adsorption curve of the hydraulic conductivity and matric potential [K(Ψ)] relationship. Drip infiltrometer measurements are often made on the desorption curve. The reproducibility of measurements on a single core was also examined. A large decline in K(Ψ ) was observed on some cores with repeated measurements and this effect was larger than differences between the methods. In the absence of evidence of slaking or dispersion, the suspected cause of the decline in K(Ψ) was clogging of pores from accumulation of microbial biomass and their by-products. The results support the view that K(Ψ) in some soils is a dynamic property. There were consistent differences between the constant flux and constant potential methods on those soil cores not exhibiting a large decline in K(Ψ) (the others were omitted from the method comparison). The tension infiltrometer method indicated greater hydraulic conductivity in soils with well-developed macrostructure when matric potential was greater than –50 mm. Hysteresis effects were significant with both methods and measurements made on desorption and adsorption curves are not considered comparable. Overall, we concluded that the tension infiltrometer method was more suited than the drip method for routine processing of large numbers of samples at low cost.

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5

Gordon, Dennis C., and Paul D. Hallett. "An automated microinfiltrometer to measure small-scale soil water infiltration properties." Journal of Hydrology and Hydromechanics 62, no. 3 (September 1, 2014): 248–52. http://dx.doi.org/10.2478/johh-2014-0023.

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Abstract We developed an automated miniature constant-head tension infiltrometer that measures very small infiltration rates at millimetre resolution with minimal demands on the operator. The infiltrometer is made of 2.9 mm internal radius glass tube, with an integrated bubbling tower to maintain constant negative head and a porous mesh tip to avoid air-entry. In the bubbling tower, bubble formation and release changes the electrical resistance between two electrodes at the air-inlet. Tests were conducted on repacked sieved sands, sandy loam soil and clay loam soil, packed to a soil bulk density ρd of 1200 kg m-3 or 1400 kg m-3 and tested either air-dried or at a water potential ψ of -50 kPa. The change in water volume in the infiltrometer had a linear relationship with the number of bubbles, allowing bubble rate to be converted to infiltration rate. Sorptivity measured with the infiltrometer was similar between replicates and showed expected differences from soil texture and ρd, varying from 0.15 ± 0.01 (s.e.) mm s-1/2 for 1400 kg m-3 clay loam at ψ = -50 kPa to 0.65 ± 0.06 mm s-1/2 for 1200 kg m-3 air dry sandy loam soil. An array of infiltrometers is currently being developed so many measurements can be taken simultaneously.

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6

Casey, Francis X. M., and Nathan E. Derby. "Improved design for an automated tension infiltrometer." Soil Science Society of America Journal 66, no. 1 (2002): 64. http://dx.doi.org/10.2136/sssaj2002.0064.

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7

Casey, Francis X. M., and Nathan E. Derby. "Improved design for an automated tension infiltrometer." Soil Science Society of America Journal 66, no. 1 (January 2002): 64–67. http://dx.doi.org/10.2136/sssaj2002.6400.

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8

FELTON, GARY K. "SOIL WATER RESPONSE BENEATH A TENSION INFILTROMETER." Soil Science 154, no. 1 (July 1992): 14–24. http://dx.doi.org/10.1097/00010694-199207000-00003.

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9

Logsdon, S. D., J. K. Radke, and D. L. Karlen. "Comparison of alternative farming systems. I. Infiltration techniques." American Journal of Alternative Agriculture 8, no. 1 (March 1993): 15–20. http://dx.doi.org/10.1017/s0889189300004860.

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AbstractQuantitative data are needed to understand how alternative farming practices affect surface infiltration of water and associated surface soil properties. We used a rainfall simulator, double ring infiltrometer, small single ring infiltrometers, and tension infiltrometers to measure water infiltration for Clarion loam (fine-loamy, mixed, mesic Typic Hapludoll) and for Webster silty clay loam (fine-loamy, mixed, mesic Typic Haplaquoll) soils located on a conventionally-managed and an alternatively-managed farm in central Iowa. Steady-state measurements suggested that infiltration rates were somewhat higher for the alternative farming system. Bulk densities were sometimes lower, and volume of large pores was a little higher for the alternative farming system. Small single rings were more reproducible than rainfall simulators or double ring infiltrometers, and data trends were the same as for rainfall simulators.

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10

Reynolds, W. D., B. T. Bowman, R. R. Brunke, C. F. Drury, and C. S. Tan. "Comparison of Tension Infiltrometer, Pressure Infiltrometer, and Soil Core Estimates of Saturated Hydraulic Conductivity." Soil Science Society of America Journal 64, no. 2 (March 2000): 478–84. http://dx.doi.org/10.2136/sssaj2000.642478x.

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11

Si, Bing Cheng, and Waduwawatte Bodhinayake. "Determining Soil Hydraulic Properties from Tension Infiltrometer Measurements." Soil Science Society of America Journal 69, no. 6 (November 2005): 1922–30. http://dx.doi.org/10.2136/sssaj2005.0022.

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12

Reynolds, W. D., and D. E. Elrick. "Determination of Hydraulic Conductivity Using a Tension Infiltrometer." Soil Science Society of America Journal 55, no. 3 (May 1991): 633–39. http://dx.doi.org/10.2136/sssaj1991.03615995005500030001x.

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13

Reynolds, W. D., and W. D. Zebchuk. "Use of contact material in tension infiltrometer measurements." Soil Technology 9, no. 3 (September 1996): 141–59. http://dx.doi.org/10.1016/s0933-3630(96)00009-8.

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14

Fallico, C., E. Migliari, and S. Troisi. "Characterization of the field saturated hydraulic conductivity on a hillslope: measurement techniques, data sensitivity analysis and spatial correlation modelling." Hydrology and Earth System Sciences Discussions 2, no. 4 (July 28, 2005): 1247–98. http://dx.doi.org/10.5194/hessd-2-1247-2005.

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Abstract. In the context of studies aiming at the estimation of effective parameters for unsaturated zone modelling, this work tackles the problem of experimental data quality, considering the large collection of data gathered at an experimental site equipped for unsaturated zone hydraulic monitoring in the alluvial basin of a Calabrian river, in the South of Italy. Focusing attention on field saturated hydraulic conductivity, the in-site measurement techniques by tension disc and pressure ring infiltrometers are considered, pointing out the main indications for the correct use of each measuring approach; laboratory techniques are also considered. Statistical data analysis showed that the measurements performed by tension disc infiltrometer supplied values of hydraulic conductivity which are on average lower and more homogeneous than the values provided by the other measurement techniques considered. Sensitivity analysis was then carried out by Monte Carlo simulation on the parameter sampling achieved by field measurement techniques in order to evaluate the influence of any possible small measurement errors on the data. Sensitivity analysis showed that both ring and disc infiltrometer are tools reliable enough for the in situ measurements of field saturated hydraulic conductivity. Finally, after a data merging procedure giving origin to different sets of data, the spatial correlation structure of field saturated hydraulic conductivity is investigated, using well-known geostatistical techniques.

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15

Walker, C., H. S. Lin, and D. D. Fritton. "Is the Tension Beneath a Tension Infiltrometer What We Think It Is?" Vadose Zone Journal 5, no. 3 (August 2006): 860–66. http://dx.doi.org/10.2136/vzj2005.0096.

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16

Špongrová, Kamila, Cedric Kechavarzi, Marc Dresser, Svatopluk Matula, and Richard J. Godwin. "Development of an Automated Tension Infiltrometer for Field Use." Vadose Zone Journal 8, no. 3 (August 2009): 810–17. http://dx.doi.org/10.2136/vzj2008.0135.

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17

Zhang, Y., G. L. Butters, G. E. Cardon, and R. E. Smith. "Analysis and Testing of a Concentric-Disk Tension Infiltrometer." Soil Science Society of America Journal 63, no. 3 (May 1999): 544–53. http://dx.doi.org/10.2136/sssaj1999.03615995006300030017x.

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18

LIN, H. S., and K. J. MCINNES. "WATER FLOW IN CLAY SOIL BENEATH A TENSION INFILTROMETER." Soil Science 159, no. 6 (June 1995): 375–82. http://dx.doi.org/10.1097/00010694-199506000-00002.

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19

Kechavarzi, Cedric, Kamila Špongrová, Marc Dresser, Svatopluk Matula, and Richard J. Godwin. "Laboratory and field testing of an automated tension infiltrometer." Biosystems Engineering 104, no. 2 (October 2009): 266–77. http://dx.doi.org/10.1016/j.biosystemseng.2009.06.014.

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20

Latorre, B., D. Moret-Fernández, M. N. Lyons, and S. Palacio. "Smartphone-based tension disc infiltrometer for soil hydraulic characterisation." Journal of Hydrology 600 (September 2021): 126551. http://dx.doi.org/10.1016/j.jhydrol.2021.126551.

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21

Klípa, Vladimír, Michal Sněhota, and Michal Dohnal. "New automatic minidisk infiltrometer: design and testing." Journal of Hydrology and Hydromechanics 63, no. 2 (June 1, 2015): 110–16. http://dx.doi.org/10.1515/johh-2015-0023.

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Abstract Soil hydraulic conductivity is a key parameter to predict water flow through the soil profile. We have developed an automatic minidisk infiltrometer (AMI) to enable easy measurement of unsaturated hydraulic conductivity using the tension infiltrometer method in the field. AMI senses the cumulative infiltration by recording change in buoyancy force acting on a vertical solid bar fixed in the reservoir tube of the infiltrometer. Performance of the instrument was tested in the laboratory and in two contrasting catchments at three sites with different land use. Hydraulic conductivities determined using AMI were compared with earlier manually taken readings. The results of laboratory testing demonstrated high accuracy and robustness of the AMI measurement. Field testing of AMI proved the suitability of the instrument for use in the determination of sorptivity and near saturated hydraulic conductivity

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22

Nachabe, Mahmood H., and Tissa Illangasekare. "Use of Tension Infiltrometer Data with Unsaturated Hydraulic Conductivity Models." Ground Water 32, no. 6 (November 1994): 1017–21. http://dx.doi.org/10.1111/j.1745-6584.1994.tb00941.x.

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23

Smettem, K. R. J., P. J. Ross, R. Haverkamp, and J. Y. Parlange. "Three-Dimensional Analysis of Infiltration from the Disk Infiltrometer: 3. Parameter Estimation Using a Double-Disk Tension Infiltrometer." Water Resources Research 31, no. 10 (October 1995): 2491–95. http://dx.doi.org/10.1029/95wr01722.

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24

Orfánus, T., Z. Bedrna, Ľ. Lichner, D. Hallett P, K. Kňava, and M. Sebíň. "Spatial variability of water repellency in pine forest soil." Soil and Water Research 3, Special Issue No. 1 (June 30, 2008): S123—S129. http://dx.doi.org/10.17221/11/2008-swr.

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The variability of water repellency of pine-forest arenic regosols and its influence on infiltration processes were measured in southwest Slovakia. The water drop penetration time (WDPT) tests of soil water repellency and infiltration tests with a miniature tension infiltrometer (3 mm diameter) were performed. Large differences in infiltration were observed over centimetre spatial resolution, with WDPT tests suggesting water repellency varying from extreme to moderate levels. For soils with severe to extreme water repellency determined with WDPT, steady state infiltration was not reached in tests with the miniature tension infiltrometer, making it impossible to estimate sorptivity. Where sorptivity could be measured, the correlation with WDPT was poor. All results suggest that hydraulic properties of soil change below the centimetre scale resolution of the current study, probably due to a presence of unevenly distributed hydrophobic material.

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25

Fouli, Ymène, Barbara J. Cade-Menun, and Herb W. Cutforth. "Freeze–thaw cycles and soil water content effects on infiltration rate of three Saskatchewan soils." Canadian Journal of Soil Science 93, no. 4 (September 2013): 485–96. http://dx.doi.org/10.4141/cjss2012-060.

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Fouli, Y., Cade-Menun, B. J. and Cutforth, H. W. 2013. Freeze–thaw cycles and soil water content effects on infiltration rate of three Saskatchewan soils. Can. J. Soil Sci. 93: 485–496. Many soils at high latitudes or elevations freeze and thaw seasonally. More frequent freeze–thaw cycles (FTCs) may affect ecosystem diversity and productivity because freeze–thaw cycles cause changes in soil physical properties and affect water movement in the landscape. This study examined the effects of FTCs (0, 1, 5, and 10) and antecedent soil water content [at soil water potentials (SWP) −1.5, −0.033 and −0.02 MPa] on the infiltration rate of three Saskatchewan soils (a clay, a loam, and a loamy sand). A tension infiltrometer was used at tensions [water potentials of the tension infiltrometer (WPT)] −5, −10 and −15 cm. Infiltration rates increased with increasing SWPs for the loam and clay soils due to higher infiltrability into drier soils. Infiltration rates decreased with increasing SWPs for the loamy sand, probably the result of less surface tension, unimodal porosity, and increased gravitational potential. Infiltration rates either decreased or did not change with increasing FTCs, and this may be due to increased water viscosity as temperatures approach freezing. Also, ice may have formed in soil pores after frequent FTCs, causing lower infiltration rates. Infiltration rates for clay at −1.5 MPa were higher than for loam or loamy sand, probably the result of clay mineralogy and potential shrinking and cracking. Soil texture and initial water content had a significant effect on infiltration rates, and FTCs either maintained or lowered infiltration rates.

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26

C. J. Everts and R. S. Kanwar. "Interpreting Tension-infiltrometer Data for Quantifying Soil Macropores: Some Practical Considerations." Transactions of the ASAE 36, no. 2 (1993): 423–28. http://dx.doi.org/10.13031/2013.28354.

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27

Meshgi, Ali, and Ting Fong May Chui. "Analysing tension infiltrometer data from sloped surface using two-dimensional approximation." Hydrological Processes 28, no. 3 (November 20, 2012): 744–52. http://dx.doi.org/10.1002/hyp.9621.

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28

Šimůnek, Jiří, Ole Wendroth, and Martinus T. van Genuchten. "Estimating unsaturated soil hydraulic properties from laboratory tension disc infiltrometer experiments." Water Resources Research 35, no. 10 (October 1999): 2965–79. http://dx.doi.org/10.1029/1999wr900179.

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29

Simůnek, Jirí, and Martinus Th van Genuchten. "ESTIMATING UNSATURATED SOIL HYDRAULIC PROPERTIES FROM MULTIPLE TENSION DISC INFILTROMETER DATA." Soil Science 162, no. 6 (June 1997): 383–98. http://dx.doi.org/10.1097/00010694-199706000-00001.

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30

Lin, H. S., K. J. McInnes, L. P. Wilding, and C. T. Hallmark. "Low tension water flow in structured soils." Canadian Journal of Soil Science 77, no. 4 (November 1, 1997): 649–54. http://dx.doi.org/10.4141/s96-061.

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Water transport through structured clayey soils may be prone to by-pass flow, a mechanism that may lead to rapid transport of contaminants to ground water. To quantify the significance of low-tension water flow in structured soils, apparent steady-state infiltration rates at water potentials from −0.24 to 0 m were measured using tension infiltrometers on 18 soils of varying texture and structure. Each infiltration measurement was conducted sequentially at −0.24, −0.12, −0.06, −0.03, −0.02, −0.01, and 0 m supply potentials (Ψsupply), all at the same soil location, to separate different size pores effective in transmitting water. Results from 96 soil horizons showed that 76 ± 18% (mean ± SD) of the water fluxes at Ψsupply = 0 m (total water flux) were transmitted through macropores (active at Ψsupply ≥ −0.03 m), although macropores usually constituted a small portion of a soil's total porosity. Mesopores (active at Ψsupply ≥ −0.24 m) contributed 19 ± 13% of total water flux. Micropores dominated the soils' total porosities, but generally contributed <10% of the total water flux. Macropores and mesopores showed greater influence on water flow in clays than in sands at Ψsupply ≥ −0.24 m. Values of soil macroscopic λc and microscopic λm capillary length scales were determined from the change in infiltration rates with Ψsupply. Values of λc, a hydraulic conductivity-weighted mean capillary water potential, were greater for sands (63 mm) than loams (50 mm), and greater for loams than clays (22 mm). Values of λm, the mean hydraulically effective pore size, were greater for clays (0.33 mm) than loams (0.15 mm), and greater for loams than sands (0.12 mm). Most of the soils studied showed hydraulic characteristics associated with by-pass flow. Key words: Infiltration, tension infiltrometer, macropore flow, by-pass flow, capillary length scale, α parameter

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31

Reynolds, W. D. "Tension Infiltrometer Measurements: Implications of Pressure Head Offset due to Contact Sand." Vadose Zone Journal 5, no. 4 (November 2006): 1287–92. http://dx.doi.org/10.2136/vzj2006.0098c.

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32

Bodhinayake, Waduwawatte, Bing Cheng Si, and Chijin Xiao. "New Method for Determining Water-Conducting Macro- and Mesoporosity from Tension Infiltrometer." Soil Science Society of America Journal 68, no. 3 (2004): 760. http://dx.doi.org/10.2136/sssaj2004.0760.

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33

Bodhinayake, Waduwawatte, Bing Cheng Si, and Chijin Xiao. "New Method for Determining Water-Conducting Macro- and Mesoporosity from Tension Infiltrometer." Soil Science Society of America Journal 68, no. 3 (May 2004): 760–69. http://dx.doi.org/10.2136/sssaj2004.7600.

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34

Watson, K. W., and R. J. Luxmoore. "Estimating Macroporosity in a Forest Watershed by use of a Tension Infiltrometer." Soil Science Society of America Journal 50, no. 3 (May 1986): 578–82. http://dx.doi.org/10.2136/sssaj1986.03615995005000030007x.

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35

K. R. Close, G. Frasier, G. H. Dunn, and J. C. Loftis. "TENSION INFILTROMETER CONTACT INTERFACE EVALUATION BY USE OF A POTASSIUM IODIDE TRACER." Transactions of the ASAE 41, no. 4 (1998): 995–1004. http://dx.doi.org/10.13031/2013.17272.

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36

Moret-Fernández, David, César González-Cebollada, and Borja Latorre. "Microflowmeter-tension disc infiltrometer – Part I: Measurement of the transient infiltration rate." Journal of Hydrology 466-467 (October 2012): 151–58. http://dx.doi.org/10.1016/j.jhydrol.2012.07.011.

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37

Castiglione, Paolo, Peter J. Shouse, Binayak Mohanty, David Hudson, and Martinus Th van Genuchten. "Improved Tension Infiltrometer for Measuring Low Fluid Flow Rates in Unsaturated Fractured Rock." Vadose Zone Journal 4, no. 3 (August 2005): 885–90. http://dx.doi.org/10.2136/vzj2004.0135.

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38

Ramos, T. B., M. C. Gonçalves, J. C. Martins, M. Th van Genuchten, and F. P. Pires. "Estimation of Soil Hydraulic Properties from Numerical Inversion of Tension Disk Infiltrometer Data." Vadose Zone Journal 5, no. 2 (May 2006): 684–96. http://dx.doi.org/10.2136/vzj2005.0076.

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39

Angulo-Jaramillo, R., J. L. Thony, G. Vachaud, F. Moreno, E. Fernandez-Boy, J. A. Cayuela, and B. E. Clothier. "Seasonal Variation of Hydraulic Properties of Soils Measured using a Tension Disk Infiltrometer." Soil Science Society of America Journal 61, no. 1 (January 1997): 27–32. http://dx.doi.org/10.2136/sssaj1997.03615995006100010005x.

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40

Šimůnek, J., and M. T. van Genuchten. "Estimating Unsaturated Soil Hydraulic Properties from Tension Disc Infiltrometer Data by Numerical Inversion." Water Resources Research 32, no. 9 (April 1996): 2683–96. http://dx.doi.org/10.1029/96wr01525.

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41

Holden, J., T. P. Burt, and N. J. Cox. "Macroporosity and infiltration in blanket peat: the implications of tension disc infiltrometer measurements." Hydrological Processes 15, no. 2 (2001): 289–303. http://dx.doi.org/10.1002/hyp.93.

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42

Bagarello, V., M. Castellini, M. Iovino, and A. Sgroi. "Testing the concentric-disk tension infiltrometer for field measurement of soil hydraulic conductivity." Geoderma 158, no. 3-4 (September 2010): 427–35. http://dx.doi.org/10.1016/j.geoderma.2010.06.018.

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43

Casanova, Manuel, Ingmar Messing, and Abraham Joel. "Influence of aspect and slope gradient on hydraulic conductivity measured by tension infiltrometer." Hydrological Processes 14, no. 1 (January 2000): 155–64. http://dx.doi.org/10.1002/(sici)1099-1085(200001)14:1<155::aid-hyp917>3.0.co;2-j.

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44

Kodešová, Radka, Jiří Šimůnek, Antonín Nikodem, and Veronika Jirků. "Estimation of the Dual-Permeability Model Parameters using Tension Disk Infiltrometer and Guelph Permeameter." Vadose Zone Journal 9, no. 2 (May 2010): 213–25. http://dx.doi.org/10.2136/vzj2009.0069.

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45

BONSU, M. "Field determination of sorptivity as a function of water content using a tension infiltrometer." Journal of Soil Science 44, no. 3 (September 1993): 411–15. http://dx.doi.org/10.1111/j.1365-2389.1993.tb00463.x.

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46

Silva Junior, João José da, Alberto Colombo, Geraldo Cézar Oliveira, Bruno Montoani Silva, and José Eduardo Juliaci Eugênio. "Estimation of tropical soils’ hydraulic properties with inverse method and tension infiltrometer field data." Ambiente e Agua - An Interdisciplinary Journal of Applied Science 15, no. 3 (May 15, 2020): 1. http://dx.doi.org/10.4136/ambi-agua.2503.

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In the last few years, many studies have been published by authors from several countries offering approximations and use of the inverse method. However, the unique environmental conditions and distinct properties of the tropical soils in Brazil require extra considerations and the need to adjust these methods to tropical soil conditions. Considering the above, this determined the parameters of the van Genuchten (1980) model (θs, θr, α, n) of the water retention curve in the soils. It also determined the parameter (Ks) of the soil’s hydraulic conductivity curve by solving an inverse problem using the HYDRUS-2D model, considering cumulative infiltration data collected in the field by means of an infiltration test using the tension infiltrometer. It then compared the hydraulic properties determined by these methods in relation to the standard laboratory method. The inverse method was able to efficiently determine the water retention curves in the soils here studied; however, it was not possible to reliably determine the unsaturated hydraulic conductivity curve.

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Moret-Fernández, David, Borja Latorre, and César González-Cebollada. "Microflowmeter–tension disc infiltrometer: Part II – Hydraulic properties estimation from transient infiltration rate analysis." Journal of Hydrology 466-467 (October 2012): 159–66. http://dx.doi.org/10.1016/j.jhydrol.2012.04.047.

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Matula, S., M. Miháliková, J. Lufinková, and K. Báťková. "The role of the initial soil water content in the determination of unsaturated soil hydraulic conductivity using a tension infiltrometer." Plant, Soil and Environment 61, No. 11 (June 6, 2016): 515–21. http://dx.doi.org/10.17221/527/2015-pse.

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V. Bagarello, M. Castellini, and M. Iovino. "INFLUENCE OF THE PRESSURE HEAD SEQUENCE ON THE SOIL HYDRAULIC CONDUCTIVITY DETERMINED WITH TENSION INFILTROMETER." Applied Engineering in Agriculture 21, no. 3 (2005): 383–91. http://dx.doi.org/10.13031/2013.18457.

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Yoon, Youngman, Jeong-Gyu Kim, and Seunghun Hyun. "Estimating soil water retention in a selected range of soil pores using tension disc infiltrometer data." Soil and Tillage Research 97, no. 1 (November 2007): 107–16. http://dx.doi.org/10.1016/j.still.2007.09.003.

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