Evaluation of Soil Physical Indices Under Different Uses in River Basin

Authors

  • Pedro Daniel da Cunha Kemerich Fundação Universidade Federal do Pampa, Departamento de Engenharia Sanitária e Ambiental (DESA), Avenida Pedro Anunciação, Vila Batista, 96570-000, Caçapava do Sul, Rio Grande do Sul.
  • Sergio Roberto Martins Universidade Federal de Santa Catarina, Departamento de Engenharia Sanitária e Ambiental, 88040-900, Florianópolis, Santa Catarina.
  • Masato Kobiyama Universidade Federal do Rio Grande do Sul, Departamento de Obras Hidráulicas, 91501-970, Porto Alegre, Rio Grande do Sul.
  • Vanderlei Rodrigues da Silva Universidade Federal de Santa Maria, Departamento de Ciências Agronômicas e Ambientais, 98400-000, Frederico Westphalen, Rio Grande do Sul.
  • Ezequiel Koppe Universidade Federal de Santa Maria, Departamento de Solos, 97105-900, Santa Maria, Rio Grande do Sul.
  • Willian Fernando de Borba Universidade Federal de Santa Maria, Departamento de Engenharia e Tecnologia Ambiental, 98400-000, Frederico Westphalen, Rio Grande do Sul.
  • Carlos Eduardo Balestrin Flores Universidade de Passo Fundo, Departamento de Engenharia Civil, 99052-900, Passo Fundo, Rio Grande do Sul.
  • Gabriel D’Ávila Fernandes Universidade Federal de Santa Maria, Departamento de Engenharia Sanitária e Ambiental, 97105-900, Santa Maria, Rio Grande do Sul.
  • Cristiane Heredia Gomes Fundação Universidade Federal do Pampa, Departamento de Engenharia Sanitária e Ambiental, 96570-000, Caçapava do Sul, Rio Grande do Sul.

DOI:

https://doi.org/10.11137/2018_2_66_73

Keywords:

Clay, Resistance to penetration, Vacacaí-Mirim

Abstract

The present study aimed to analyze the changes in the physical properties of the soil under different uses in a watershed. The undisturbed soil samples were collected in 26 different locations and analyzed at the Federal University of Santa Maria, RS – Campus Frederico Westphalen, following the methodologies proposed by Klein (2008) and Embrapa (1997). The penetrometer Penetrolog 1020 was used to determine the Penetration Resistance (PR). The PR values range from 2752 (pasture soil) to 9612 kPa (native forest soil). Regarding the physical parameters, the Permanent Wilting Point (PWP) parameter shows that soils occupied by rice cultivation, urban occupation, pasture and native field presented a higher influence on this parameter (higher mean values). The soils occupied by soybean cultivation and native forest have not shown a significant difference between them per this parameter. The other parameters didn’t show a significant difference for the utilized test. The PWP parameter shows a positive correlation with Clay, Penetration Resistance, Field Capacity and Micro Porosity. This is an evidence of the physics parameter’s influence, such as density and porosity, in water storage. As for Density and Macro Porosity parameters showed an inverse correlation which indicates that with the increase of the soil’s density there is a smaller storage of water. Therefore, a smaller amount of water is confined in the PWP. Based on this, it was possible to conclude that the soil’s uses alter the physical properties of it, especially those that suffer anthropic alterations, such as rice cultivation (density and penetration resistance) and soybean (field capacity and permanent wilt point).

Published

2019-09-09

Issue

Section

Article