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

Assessment of the Optimum Depth of Sealing Cutoff Walls in the Clay Core of Peygham-Chay Dam

AuthorsHadi Farhadian,Zeynab Maleki,Seyed Ahmad Eslaminezhad
JournalJournal of hydraulic structures
Page number59-76
Serial number7
Volume number1
Paper TypeFull Paper
Published At2021
Journal GradeISI
Journal TypeElectronic
Journal CountryIran, Islamic Republic Of
Journal Indexisc

Abstract

Seepage is one of the most substantial factors in the embankment dams design. The Cutoff wall method is the ideal construction solution for controlling flow through the foundation of earth dams. In this study, the cutoff wall method is investigated at the site of the Peygham-Chay dam (Study area). According to the dam site, in terms of its materials as well as their different permeability, water influx is a potential hazard at the site. For this purpose, SEEP/W program as the finite element approach was employed to estimate the seepage and design of the optimum depth of the sealing element. The results of numerical analyzes imply that the sealing component is not needed because of the low permeability in the primary 260 m at the left abutment of the dam. Also, the optimum depth of the cutoff wall is evaluated as 15 m at the rest of the dam axis.

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