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Fig 1.

(a) Schematic of the leakage simulation apparatus: 1 – Water supply tank, 2 – Water pump, 3 – Pressure gauge, 4 – Soil containment box with a leaking pipe, 5 – Primary pipeline with an upward-directed leakage, 6 – Pressure control valve, 7 – Leakage water outlet, 8 – Pipes and fittings.

(b) Measured parameters in the experiments.

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Fig 1 Expand

Table 1.

Characteristics of the soils used in the experiments.

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Table 1 Expand

Fig 2.

Grain size distribution curves of the soils used in the experiments.

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Fig 2 Expand

Fig 3.

Workflow from data preprocessing to model development and evaluation.

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Fig 3 Expand

Fig 4.

Algorithm of ensemble machine learning models used in: a) Bagging model (Random Forest), b) Boosting model (XGBoost), and c) Stacking model (MLP, SVR).

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Fig 4 Expand

Table 2.

Assigned values for the hyperparameters of each model.

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Table 2 Expand

Fig 5.

Time evolution of fluidization at Qleak = 1.01E-04 m3/s: (a) Before the pump is activated, (b) At the start of the experiment, (c) At t = 4 s, (d) At t = 5 s, (e) At t = 20 s, (f) Immediately after t = 20 s, (g) At t = 25 s, (h) At t = 65 s, (i) At t = 75 s, (j) At t = 168 s, (k) At t = 900 s.

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Fig 5 Expand

Fig 6.

Variation of Hf/d50 with: a) Frd for different Cu values in downward-directed leakage, (b) d50/√(Aleak) in downward-directed leakage, (c) Frd2 for different ranges of Aleak/(CDd50) in upward-directed leakage, and (d) Frd2 for different Cu values in upward-directed leakage.

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Fig 6 Expand

Fig 7.

Density plot of observed and predicted data points from Eqs. (1) and (2) around the best-fit trend line ((Hf/d50)perd = (Hf/d50)actual) for: a) downward-directed leakage, and b) upward-directed leakage.

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Fig 7 Expand

Fig 8.

Density plot of observed and predicted data points from Eqs. (3) and (4) around the best fit trend line ((√Af/d50)perd = (√Af/d50)actual) for: a) downward-directed leakage, and b) upward-directed leakage.

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Fig 8 Expand

Fig 9.

Taylor diagram based on R², RMSE, and correlation values for the equations of maximum height and area of the fluidized region.

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Fig 9 Expand

Table 3.

Sensitivity analysis for and in upward-directed and downward-directed leakage.

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Table 3 Expand

Table 4.

Optimized hyperparameters of ensemble learning models.

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Table 4 Expand

Table 5.

Evaluation metric (R², RMSE, and Correlation coefficient) in the train and test phases for ensemble learning models estimating Hf/d50 and√(Af)/d50.

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Table 5 Expand

Fig 10.

Taylor diagram for comparison and evaluation of ensemble learning models in estimating: a) Hf/d50, and b) √(Af)/d50.

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Fig 10 Expand

Table 6.

Evaluation metrices (R2, RMSE, and correlation coefficient) for the equations and the test phase of ensemble learning models.

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Table 6 Expand