Saturated Hydraulic Conductivity Estimation Using Artificial Intelligence Techniques: A Case Study for Calcareous Alluvial Soils in a Semi-Arid Region

被引:5
作者
Yamac, Sevim Seda [1 ]
Negis, Hamza [2 ]
Seker, Cevdet [2 ]
Memon, Azhar M. M. [3 ]
Kurtulus, Bedri [4 ]
Todorovic, Mladen [5 ]
Alomair, Gadir [6 ]
机构
[1] Konya Food & Agr Univ, Fac Agr & Nat Sci, Dept Plant Prod & Technol, TR-42080 Konya, Turkey
[2] Selcuk Univ, Fac Agr, Dept Soil Sci & Plant Nutr, TR-42130 Konya, Turkey
[3] King Fahd Univ Petr & Minerals, Res Inst, Appl Res Ctr Metrol Stand & Testing, Dhahran 31261, Saudi Arabia
[4] Mugla Sitki Kocman Univ, Dept Geol Engn, TR-48000 Mugla, Turkey
[5] Mediterranean Agron Inst Bari, CIHEAM, IAMB, I-70010 Valenzano, Italy
[6] King Faisal Univ, Sch Business, Dept Quantitat Methods, Al Hasa 31982, Saudi Arabia
关键词
artificial neural network; deep learning; decision tree; random forest; soil data; soil conductivity; REFERENCE EVAPOTRANSPIRATION ESTIMATION; PEDOTRANSFER FUNCTIONS; WATER; PREDICT; SODICITY; TEXTURE; MODEL; ANN;
D O I
10.3390/w14233875
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The direct estimation of soil hydraulic conductivity (Ks) requires expensive laboratory measurement to present adequately soil properties in an area of interest. Moreover, the estimation process is labor and time-intensive due to the difficulties of collecting the soil samples from the field. Hence, innovative methods, such as machine learning techniques, can be an alternative to estimate Ks. This might facilitate agricultural water and nutrient management which has an impact on food and water security. In this spirit, the study presents neural-network-based models (artificial neural network (ANN), deep learning (DL)), tree-based (decision tree (DT), and random forest (RF)) to estimate Ks using eight combinations of soil data under calcareous alluvial soils in a semi-arid region. The combinations consisted of soil data such as clay, silt, sand, porosity, effective porosity, field capacity, permanent wilting point, bulk density, and organic carbon contents. The results compared with the well-established model showed that all the models had satisfactory results for the estimation of Ks, where ANN7 with soil inputs of sand, silt, clay, permanent wilting point, field capacity, and bulk density values showed the best performance with mean absolute error (MAE) of 2.401 mm h(-1), root means square error (RMSE) of 3.096 mm h(-1), coefficient of determination (R-2) of 0.940, and correlation coefficient (CC) of 0.970. Therefore, the ANN could be suggested among the neural-network-based models. Otherwise, RF could also be used for the estimation of Ks among the tree-based models.
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页数:20
相关论文
共 67 条
  • [1] Abdulwahhab Q., 2020, THESIS SELCUK U KONY
  • [2] MACROPOROSITY TO CHARACTERIZE SPATIAL VARIABILITY OF HYDRAULIC CONDUCTIVITY AND EFFECTS OF LAND MANAGEMENT
    AHUJA, LR
    NANEY, JW
    GREEN, RE
    NIELSEN, DR
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1984, 48 (04) : 699 - 702
  • [3] Prediction of Hydraulic Conductivity as Related to Pore Size Distribution in Unsaturated Soils
    Amer, Abdel-Monem M.
    Logsdon, Sally D.
    Davis, Dedrick
    [J]. SOIL SCIENCE, 2009, 174 (09) : 508 - 515
  • [4] Using Machine Learning for Prediction of Saturated Hydraulic Conductivity and Its Sensitivity to Soil Structural Perturbations
    Araya, Samuel N.
    Ghezzehei, Teamrat A.
    [J]. WATER RESOURCES RESEARCH, 2019, 55 (07) : 5715 - 5737
  • [5] Arya L.M., 1999, SOIL SCI SOC AM, V67, P373, DOI [10.2136/sssaj2003.3730, DOI 10.2136/SSSAJ2003.3730]
  • [6] Water and salt balance studies, using SaltMod, to improve subsurface drainage design in the Konya-Cumra Plain, Turkey
    Bahceci, Idris
    Dinc, Nazmi
    Tari, Ali Fuat
    Agar, Ahmet I.
    Sonmez, Bulent
    [J]. AGRICULTURAL WATER MANAGEMENT, 2006, 85 (03) : 261 - 271
  • [7] The Effect of Treated Municipal Wastewater and Fresh Water on Saturated Hydraulic Conductivity of a Clay-Loamy Soil
    Bourazanis, G.
    Katsileros, A.
    Kosmas, C.
    Kerkides, P.
    [J]. WATER RESOURCES MANAGEMENT, 2016, 30 (08) : 2867 - 2880
  • [8] Breiman L., 2001, MACH LEARN, V45, P5
  • [9] Brooks R.H., 1964, T ASAE, V7, P26, DOI [10.13031/2013.40684, DOI 10.13031/2013.40684]
  • [10] Cassel D. K., 1986, Methods of soil analysis. Part 1. Physical and mineralogical methods, P901