Affiliation: | 1. Soil Science Department, Federal University of Santa Maria (UFSM), Santa Maria, Brazil Contribution: Investigation, Writing - original draft, Methodology, Conceptualization;2. Soil Science Department, Federal University of Santa Maria (UFSM), Santa Maria, Brazil Contribution: Writing - review & editing, Methodology;3. Center for Nuclear Energy in Agriculture (CENA/USP), University of São Paulo, Piracicaba, Brazil;4. Soil Science Department, Federal University of Santa Maria (UFSM), Santa Maria, Brazil Contribution: Conceptualization, Writing - review & editing;5. Soil Science Department, Federal University of Santa Maria (UFSM), Santa Maria, Brazil |
Abstract: | Information about water retention in stony soils lags behind due to methodological difficulties. We applied a new strategy to measure the water retention in soils with coarse fragments (CFs) and to get insights into the effect of CFs porosity on water retention. Water retention at zero, 10, and 150 m suction, bulk density, and the mass fraction of six particle size classes were measured in undisturbed blocks from soils with variable CFs contents, originating from three parent materials. The results showed that some soils contain porous CFs (2–250 mm) with a water holding capacity as high as the fine fraction (<2 mm). The water held in the suction range of 1–150 m in a soil with porous CFs was twice as high as in soils with non-porous CFs. Multilinear regressions revealed that both the water retention capacity at 1 m suction and in the range 1–150 m were more dependent on bulk density than on the fraction of CFs and fine particles. In the soil with porous CFs, there was no correlation between their fraction and soil water retention. These results show that the bulk water retention capacity of soils with CFs is underestimated when not considering the internal porosity of the CFs. A better understanding of the effect of the porosity of CFs on bulk soil porosity and water retention is important to propose suitable pedotransfer functions and refine physically-based hydraulic functions for stony soils. |