Assessing Soil Physical Quality in a Layered Agricultural Soil: A Comprehensive Approach Using Infiltration Experiments and Time-Lapse Ground-Penetrating Radar Surveys

被引:1
作者
Di Prima, Simone [1 ]
Fernandes, Gersende [2 ,3 ]
Burguet, Maria [4 ]
Roder, Ludmila Ribeiro [5 ,6 ]
Giannini, Vittoria [7 ]
Giadrossich, Filippo [3 ]
Lassabatere, Laurent [2 ]
Comegna, Alessandro [1 ]
机构
[1] Univ Basilicata, Dept Agr Forestry Food & Environm Sci DAFE, I-85100 Potenza, Italy
[2] Univ Lyon, Univ Claude Bernard Lyon 1, CNRS, ENTPE,LEHNA UMR 5023, F-69518 Vaulx En velin, France
[3] Univ Sassari, Dept Agr Sci, Viale Italia 39A, I-07100 Sassari, Italy
[4] Univ Basilicata, Dipartimento Innovaz Umanist Sci & Sociale DIUSS, I-85100 Potenza, Italy
[5] Univ Sassari, Architecture Design & Urban Planning, Piazza Duomo 6, I-07041 Alghero, Sassari, Italy
[6] Sao Paulo State Univ UNESP, Sch Agr, Fazenda Expt Lageado, BR-18610034 Botucatu, SP, Brazil
[7] Univ Padua, Dept Agron Food Nat Resources Anim & Environm DAFN, Agripolis Campus,Viale Univ 16, I-35020 Legnaro, Padova, Italy
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 20期
关键词
GPR; water infiltration; soil layers; infiltrometer; preferential flow; SINGLE RING INFILTROMETER; HYDRAULIC CONDUCTIVITY; PREFERENTIAL FLOW; TRANSFER PARAMETERS; BEERKAN ESTIMATION; MODEL; MACROPOROSITY; INDICATORS; FORM; DISC;
D O I
10.3390/app14209268
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Time-lapse ground-penetrating radar (GPR) surveys, combined with automated infiltration experiments, provide a non-invasive approach for investigating the distribution of infiltrated water within the soil medium and creating three-dimensional images of the wetting bulb. This study developed and validated an experimental protocol aimed at quantifying and visualizing water distribution fluxes in layered soils under both unsaturated and saturated conditions. The 3D images of the wetting bulb significantly enhanced the interpretation of infiltration data, enabling a detailed analysis of water movement through the layered system. We used the infiltrometer data and the Beerkan Estimation of Soil Transfer parameters (BEST) method to determine soil capacitive indicators and evaluate the physical quality of the upper soil layer. The field survey involved conducting time-lapse GPR surveys alongside infiltration experiments between GPR repetitions. These experiments included both tension and ponding tests, designed to sequentially activate the soil matrix and the full pore network. The results showed that the soil under study exhibited significant soil aeration and macroporosity (represented by AC and pMAC), while indicators related to microporosity (such as PAWC and RFC) were notably low. The RFC value of 0.55 m3 m-3 indicated the soil's limited capacity to retain water relative to its total pore volume. The PAWC value of 0.10 m3 m-3 indicated a scarcity of micropores ranging from 0.2 to 30 mu m in diameter, which typically hold water accessible to plant roots within the total porosity. The saturated soil hydraulic conductivity, Ks, values ranged from 192.2 to 1031.0 mm h-1, with a mean of 424.4 mm h-1, which was 7.9 times higher than the corresponding unsaturated hydraulic conductivity measured at a pressure head of h = -30 mm (K-30). The results indicated that the upper soil layer supports root proliferation and effectively drains excess water to the underlying limestone layer. However, this layer has limited capacity to store and supply water to plant roots and acts as a restrictive barrier, promoting non-uniform downward water movement, as revealed by the 3D GPR images. The observed difference in hydraulic conductivity between the two layers suggests that surface ponding and overland flow are generated through a saturation excess mechanism. Water percolating through the soil can accumulate above the limestone layer, creating a shallow perched water table. During extreme rainfall events, this water table may rise, leading to the complete saturation of the soil profile.
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页数:15
相关论文
共 61 条
  • [1] Al-Nuaimy W., 2002, P 9 INT C GROUND PEN, DOI [10.1117/12.462232.short, DOI 10.1117/12.462232.SHORT]
  • [2] Quantifying preferential flow in soils: A review of different techniques
    Allaire, Suzanne E.
    Roulier, Stephanie
    Cessna, Allan J.
    [J]. JOURNAL OF HYDROLOGY, 2009, 378 (1-2) : 179 - 204
  • [3] Beerkan Estimation of Soil Transfer parameters (BEST) across soils and scales
    Angulo-Jaramillo, R.
    Bagarello, V.
    Di Prima, S.
    Gosset, A.
    Iovino, M.
    Lassabatere, L.
    [J]. JOURNAL OF HYDROLOGY, 2019, 576 : 239 - 261
  • [4] Field measurement of soil surface hydraulic properties by disc and ring infiltrometers - A review and recent developments
    Angulo-Jaramillo, R
    Vandervaere, JP
    Roulier, S
    Thony, JL
    Gaudet, JP
    Vauclin, M
    [J]. SOIL & TILLAGE RESEARCH, 2000, 55 (1-2) : 1 - 29
  • [5] ANGULO-JARAMILLO R., 2016, Infiltration Measurements for Soil Hydraulic Characterization, DOI DOI 10.1007/978-3-319-31788-5
  • [6] Assouline S, 2004, VADOSE ZONE J, V3, P570, DOI 10.2113/3.2.570
  • [7] Runoff from heterogeneous small bare catchments during soil surface sealing
    Assouline, S.
    Mualem, Y.
    [J]. WATER RESOURCES RESEARCH, 2006, 42 (12)
  • [8] An integrative approach for preliminary environmental engineering investigations amidst reclaiming desert-land: a case study at East Nile Delta, Egypt
    Attwa, Mohamed
    El-Shinawi, Abdelaziz
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (08)
  • [9] Comparing Alternative Algorithms to Analyze the Beerkan Infiltration Experiment
    Bagarello, V.
    Di Prima, S.
    Iovino, M.
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2014, 78 (03) : 724 - 736
  • [10] Soil hydraulic properties determined by infiltration experiments and different heights of water pouring
    Bagarello, V.
    Castellini, M.
    Di Prima, S.
    Iovino, M.
    [J]. GEODERMA, 2014, 213 : 492 - 501