Using Beerkan experiments to estimate hydraulic conductivity of a crusted loamy soil in a Mediterranean vineyard

Author:

Alagna Vincenzo1,Bagarello Vincenzo1,Di Prima Simone2,Guaitoli Fabio3,Iovino Massimo1,Keesstra Saskia45,Cerdà Artemi46

Affiliation:

1. Department of Agricultural, Food and Forest Sciences , University of Palermo , Viale delle Scienze, 90128 Palermo , Italy .

2. Agricultural Department , University of Sassari , Viale Italia, 39, 07100 Sassari , Italy .

3. Assessorato regionale dell’Agricoltura, dello Sviluppo Rurale e della Pesca Mediterranea , UO S5.05, Viale Regione Siciliana 2771, 90145 Palermo Italy .

4. Team Soil Water and Land Use, Wageningen Environmental Research , Wageningen UR , Droevendaalsesteeg 3, 6700 AA Wageningen , The Netherlands .

5. Civil, Surveying and Environmental Engineering , The University of Newcastle , Callaghan 2308 , Australia .

6. Department of Geography , University of Valencia , Blasco Ibáñez, 28, 46010 València , Spain .

Abstract

Abstract In bare soils of semi-arid areas, surface crusting is a rather common phenomenon due to the impact of raindrops. Water infiltration measurements under ponding conditions are becoming largely applied techniques for an approximate characterization of crusted soils. In this study, the impact of crusting on soil hydraulic conductivity was assessed in a Mediterranean vineyard (western Sicily, Italy) under conventional tillage. The BEST (Beerkan Estimation of Soil Transfer parameters) algorithm was applied to the infiltration data to obtain the hydraulic conductivity of crusted and uncrusted soils. Soil hydraulic conductivity was found to vary during the year and also spatially (i.e., rows vs. inter-rows) due to crusting, tillage and vegetation cover. A 55 mm rainfall event resulted in a decrease of the saturated soil hydraulic conductivity, Ks , by a factor of 1.6 in the inter-row areas, due to the formation of a crusted layer at the surface. The same rainfall event did not determine a Ks reduction in the row areas (i.e., Ks decreased by a non-significant factor of 1.05) because the vegetation cover intercepted the raindrops and therefore prevented alteration of the soil surface. The developed ring insertion methodology on crusted soil, implying pre-moistening through the periphery of the sampled surface, together with the very small insertion depth of the ring (0.01 m), prevented visible fractures. Consequently, Beerkan tests carried out along and between the vine-rows and data analysis by the BEST algorithm allowed to assess crusting-dependent reductions in hydraulic conductivity with extemporaneous measurements alone. The reliability of the tested technique was also confirmed by the results of the numerical simulation of the infiltration process in a crusted soil. Testing the Beerkan infiltration run in other crusted soils and establishing comparisons with other experimental methodologies appear advisable to increase confidence on the reliability of the method that seems suitable for simple characterization of crusted soils.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology

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