Evidence map›Paper›PMID 41073762›Full record

ArticleScientific reports2025

Development of the machine learning and deep learning models with SHAP strategy for predicting groundwater levels in South Korea.

Sungwon Kim, Meysam Alizamir, Salim Heddam, Sun Woo Chang, Il-Moon Chung, Ozgur Kisi, Christoph Kulls

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Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

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1citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

7 authors.

Sungwon KimDepartment of Railroad Construction and Safety Engineering, Dongyang University, Yeongju, 36040, Republic of Korea.
Meysam AlizamirInstitute of Research and Development, Duy Tan University, Da Nang, Vietnam.
Salim HeddamFaculty of Science, Agronomy Department, Hydraulics Division, Laboratory of Research in Biodiversity Interaction Ecosystem and Biotechnology, University 20 Août 1955, Route El Hadaik, BP 26, Skikda, Algeria.
Sun Woo ChangDepartment of Hydro Science and Engineering Research, Korea Institute of Civil Engineering and Building Technology, Goyang-si, Republic of Korea.
Il-Moon ChungDepartment of Land, Water and Environmental Research, Korea Institute of Civil Engineering and Building Technology, Goyang-si, Republic of Korea.
Ozgur KisiDepartment of Civil Engineering, University of Applied Sciences, 23562, Lübeck, Germany. ozgur.kisi@th-luebeck.de.
Christoph KullsDepartment of Civil Engineering, University of Applied Sciences, 23562, Lübeck, Germany. christoph.kuells@th-luebeck.de.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In this research, the groundwater levels (GWLs) were predicted by employing machine learning (i.e., stochastic gradient boosting (SGB), random forest (RF), generalized regression neural networks (GRNN), and group of method data handling (GMDH)) and deep learning (i.e., deep echo state network (Deep ESN) and long short-term memory (LSTM)) based on three predictive scenarios, Jeju Island, South Korea. In scenario 01, GWLs in Bongseong well was calculated utilizing rainfall, air temperature, relative humidity, wind speed, and various GWLs in different wells. Based on scenario 02, GWLs in Bongseong well was calculated using rainfall, air temperature, relative humidity, wind speed, and groundwater data (i.e., temperature, electric conductivity, and pressure). Finally, considering scenario 03, GWLs in Bongseong well were calculated by employing rainfall, air temperature, relative humidity, wind speed, and GWLs from 1-day to 15-day lead time. Five evaluation measures, including root mean squared error (RMSE), correlation coefficient (CC), Nash-Sutcliffe efficiency (NSE), relative error (RE), and root relative squared error (RRSE), were reflected for the predictive accuracy of developed models. Results showed that RF3 (RMSE = 0.053 m, CC = 1.000, NSE = 1.000, RE = 1.114, and RRSE = 0.013) based on scenario 03 performed the best predictive accuracy in GWLs of Bongseong well. Furthermore, the additional contributions of this research were achieved by the enhanced comparative evaluation through the SHapley Additive exPlanations (SHAP) strategy and one-way Analysis of Variance (ANOVA) test. The sensitivity analysis utilizing the SHAP strategy determined the significant feature indicator (i.e., GWL in 1-day lead-time) explaining its contribution to the predictive ability of developed models. The results of one-way ANOVA test provided that the predicted values were extracted from the same population as the measured values based on all models in scenario 03.

Indexed as

Deep learningGroundwater levelsMachine learningOne-way ANOVASHAP

Identifiers

PMID41073762
PMCPMC12514227

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