CV


Hadi Farhadian

Hadi Farhadian

Associate Professor

عضو هیئت علمی تمام وقت

Faculty: Engineering

Department: Mining Engineering

Degree: Ph.D

CV
Hadi Farhadian

Associate Professor Hadi Farhadian

عضو هیئت علمی تمام وقت
Faculty: Engineering - Department: Mining Engineering Degree: Ph.D |

Dr. Hadi Farhadian is an Associate Professor in the Department of Mining Engineering at the University of Birjand and a researcher in the fields of mineral exploration engineering, hydrogeology, and geomechanics. He obtained his Ph.D. in Mineral Exploration Engineering from Amirkabir University of Technology and has international research experience at the University of Basel and ETH Zurich. Dr. Farhadian’s research interests include numerical modeling, geostatistics, geomechanics, groundwater flow, and data mining. He has published numerous articles in reputable international journals and, in addition to his teaching and research activities, has played an active role in academic administration and innovation.

نمایش بیشتر

Enhancing analytical methods for estimating water inflow to tunnels in the presence of discontinuity areas

AuthorsHadi Farhadian,farhad bahmani
JournalEnvironmental Earth Sciences
Page number1-19
Serial number83
Volume number339
IF1.569
Paper TypeFull Paper
Published At2024
Journal GradeISI
Journal TypeElectronic
Journal CountryBelgium
Journal IndexJCR،Scopus

Abstract

There are various methods for calculating the inflow of water into excavated tunnels in rock formations, including empirical, analytical, and numerical methods. Analytical equations are widely used due to their simplicity and reliance on assumptions. However, past studies have shown that the measured water inflow into rock tunnels is often lower than the values estimated using analytical equations. Moreover, results obtained using analytical equations are highly dependent on the tunnel geometry and environmental conditions. Hence, this study employed finite element numerical modeling to simulate the effects of various factors, including fault distance from the tunnel, permeability coefficient, fault width, tunnel radius, rock mass permeability, and groundwater level, on the water inflow into the tunnel. The analytical method was then used to estimate the water inflow, and the results were compared with the numerical modeling outputs. Subsequently, modified equations were developed to estimate the water inflow under different conditions, including cases where the fault intersects or does not intersect the tunnel. The correlation between the results obtained from the equations and the numerical modeling outputs was evaluated using R and R2 statistics. The obtained values were within an acceptable range, indicating the validity of the proposed models. Furthermore, the histograms of the residuals for both models showed a good fit. To validate the proposed models, the analytical method and the proposed equations were used to estimate the water inflow into the Amirkabir tunnel, respectively. The results showed that the values obtained using the new equations were closer to the actual values than those obtained using the analytical method. This study highlights the importance of considering various factors in estimating the water inflow into rock tunnels and provides new equations that can improve the accuracy of such estimates.

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