6533b839fe1ef96bd12a5b3d

RESEARCH PRODUCT

Comparing Beerkan infiltration tests with rainfall simulation experiments for hydraulic characterization of a sandy-loam soil

María BurguetMassimo ProsdocimiRafael Angulo-jaramilloSimone Di PrimaSimone Di PrimaMassimo IovinoArtemi CerdàArtemi CerdàVincenzo BagarelloLaurent LassabatereInmaculada Bautista

subject

Runoff0208 environmental biotechnologySoil sciencerunoff02 engineering and technologyheight of water applicationHeight of water applicationHydraulic conductivitysaturated soil hydraulic conductivitySettore AGR/08 - Idraulica Agraria E Sistemazioni Idraulico-ForestaliInfiltrometerPondingWater Science and TechnologyHydrologyEDAFOLOGIA Y QUIMICA AGRICOLASoil classification04 agricultural and veterinary sciencesrainfall simulationBodemfysica en LandbeheerInfiltration (HVAC)6. Clean water020801 environmental engineeringSoil Physics and Land ManagementSaturated soil hydraulic conductivitySoil structureBeerkan infiltrationLoam[SDE]Environmental SciencesRainfall simulation040103 agronomy & agriculture0401 agriculture forestry and fisheriesEnvironmental science[SDE.BE]Environmental Sciences/Biodiversity and EcologySurface runoff

description

[EN] Saturated soil hydraulic conductivity, K-s, data collected by ponding infiltrometer methods and usual experimental procedures could be unusable for interpreting field hydrological processes and particularly rainfall infiltration. The K-s values determined by an infiltrometer experiment carried out by applying water at a relatively large distance from the soil surface could however be more appropriate to explain surface runoff generation phenomena during intense rainfall events. In this study, a link between rainfall simulation and ponding infiltrometer experiments was established for a sandy-loam soil. The height of water pouring for the infiltrometer run was chosen, establishing a similarity between the gravitational potential energy of the applied water, E-p, and the rainfall kinetic energy, E-k. To test the soundness of this procedure, the soil was sampled with the Beerkan estimation of soil transfer parameters procedure of soil hydraulic characterization and two heights of water pouring (0.03m, i.e., usual procedure, and 0.34m, yielding E-p=E-k). Then, a comparison between experimental steady-state infiltration rates, i(sR), measured with rainfall simulation experiments determining runoff production and K-s values for the two water pouring heights was carried out in order to discriminate between theoretically possible (i(sR)K(s)) and impossible (i(sR)<K-s) situations. Physically possible K-s values were only obtained by applying water at a relatively large distance from the soil surface, because i(sR) was equal to 20.0mmh(-1) and K-s values were 146.2-163.9 and 15.2-18.7mmh(-1) for a height of water pouring of 0.03 and 0.34m, respectively. This result suggested the consistency between Beerkan runs with a high height of water pouring and rainfall simulator experiments. Soil compaction and mechanical aggregate breakdown were the most plausible physical mechanisms determining reduction of K-s with height. This study demonstrated that the height from which water is poured onto the soil surface is a key parameter in infiltrometer experiments and can be adapted to mimic the effect of high intensity rain on soil hydraulic properties.

10.1002/hyp.11273https://doi.org/10.1002/hyp.11273