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Showing 2 results for Mohammadzadeh

Hossein Mohammadzadeh, Vahid Naseri Hesar, Hamid Ghalibaf Mohammadabadi,
Volume 17, Issue 4 (Winter 2023)
Abstract

Due to the complex hydrogeology of karst areas, the sealing of dams in such areas is more difficult, time-consuming and expensive, and the possibility of water leaksge is higher. After the dewatering of the Gharetikan dam and appearance of downstream springs and the leakage of water from the abutment of the Tirgan limestone formation, the possibility of karst development is considered to be the most important problem of this dam. In this article, the potential of karst development in the area and supports of the Gharetikan Dam has been studied by carrying out geological studies, structural geology and joint studies, geotechnical permeability and analysis hierarchy method (AHP).. The results show that about 14.6% of the ​​Gharetikan dam area has a high potential for karst development. The area of ​​Gharetikan dam area is affected by the Sarroud fault zone system, which has caused the collapse of the left side of the dam axis. The joint studies in the abutment of Gharetikan dam show three main types of joints. Two groups of joints are located at the intersection with the dam axis and the slope of the other group of joints is towards the dam basin. The investigating of Lugeon permeability tests in the dam construction shows that the highest permeability can be seen in the left abutment with turbulent flow, and then under the river bed with linear and turbulent flow, but there is no permeability in the right abutment. And the flow is mostly linear. According to the structural-conceptual model prepared from the location of the Gharetikan dam, to the location of the dam axis in the Sarroud fault system, and the amount opening and the slope direction of the joints in each station, it is expected that the amount of water leakage and escape and the possibility of karst development from the left side and the bed of the dam will be more than the right side of the dam.

Hossein Mohammadzadeh, Nazanin Nesari Ashkzari, Mahmoud Arjmand Sharif,
Volume 19, Issue 6 (Accepted Articles 2025)
Abstract

Groundwater resources in arid and semi-arid regions are increasingly subjected to intensive exploitation, posing serious challenges to the quantitative sustainability of aquifers. The Mashhad–Chenaran aquifer, one of the most important alluvial aquifers in northeastern Iran and the main source of drinking water for Mashhad city, has experienced increasing stress in recent years. This study evaluates the quantitative sustainability of the Mashhad–Chenaran aquifer based on an integrated analysis of well discharge, aquifer saturated thickness, specific yield (Sy), specific capacity (Q/s), and specific drawdown (s/Q) during the 2015–2016 to 2021–2022 hydrological periods.The results indicate a notable decline in well discharge, particularly in the southeastern and central parts of the aquifer. Concurrently, aquifer saturated thickness decreased, and the specific yield declined from approximately 0.95 to 0.25, corresponding to an approximately 74% reduction in the aquifer storage capacity. In addition, specific capacity decreased from about 0.63 to 0.43 MCM·yr⁻¹·m⁻¹, representing an approximately 32% reduction, while specific drawdown increased from approximately 1.56 to 2.30 m, indicating an increase of about 47% in water-level decline per unit discharge and a reduction in the hydraulic efficiency of groundwater exploitation. Areal sustainability assessment for the 2021–2022 hydrological period shows that approximately 35% of the aquifer area is classified as unstable, 42% as semi-stable, and only 23% as stable. Overall, the findings demonstrate a pronounced intensification of quantitative instability in the Mashhad–Chenaran aquifer and emphasize the need for revising groundwater abstraction practices, controlling pumping rates, and implementing continuous monitoring to ensure sustainable groundwater use.
 


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