Gholamreza Aziziyan

Dr. Gholamreza Aziziyan

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Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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6 December 2017 in Engineering with Computers
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FMFarid MiarNaeimi
Farid MiarNaeimi
GAGholamreza Aziziyan
Gholamreza Aziziyan
MRMohsen Rashki
Mohsen Rashki

21 March 2020 in Water
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Journal Article
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SFSiamak Farrokhzadeh
Siamak Farrokhzadeh
Seyed Arman Hashemi MonfaredSeyed Arman Hashemi Monfared
Seyed Arman Hashemi Monfared
GAGholamreza Aziziyan
Gholamreza Aziziyan
ASAli Sardar Shahraki*
Ali Sardar Shahraki*
MEMaurits Ertsen
Maurits Ertsen
Edo AbrahamEdo Abraham
Edo Abraham
Severe water scarcity in recent years has magnified the economic, social, and environmental significance of water stress globally, making optimal planning in water resources necessary for sustainable socio-economic development. One of the regions that is most affected by this is the Sistan region and its Hamoun wetland, located in south-east Iran. Water policies are essential to sustain current basin ecosystem services, maintaining a balance between conflicting demands from agriculture and the protection of wetland ecosystems. In the present study, a multi-objective optimization model is linked with the Water Evaluation and Planning (WEAP) software to optimize water allocation decisions over multiple years. We formulate and parameterize a multi-objective optimization problem where the net economic benefit from agriculture and the supply of environmental requirements were maximized, to analyze the trade-off between different stakeholders. This problem is modeled and solved for the study area with detailed agricultural, socio-economic, and environmental data for 30 years and quantification of ecosystem services. By plotting Pareto sets, we investigate the trade-offs between the two conflicting objectives and evaluate a possible compromise. The results are analyzed by comparing purely economic versus multi-objective scenarios on the Pareto front. Finally, the disadvantages and advantages of these scenarios are also qualitatively described to help the decision process for water resources managers.

1 October 2018 in Ecotoxicology and Environmental Safety
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Journal Article
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MDMohsen Dehghani Darmian
Mohsen Dehghani Darmian
Seyed Arman Hashemi MonfaredSeyed Arman Hashemi Monfared
Seyed Arman Hashemi Monfared
GAGholamreza Aziziyan
Gholamreza Aziziyan
SSShane A Snyder
Shane A Snyder
JGJohn Paul Giesy
John Paul Giesy

18 September 2023 in Water Resources Management
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ADArman Dah-Mardeh
Arman Dah-Mardeh
GAGholamreza Aziziyan
Gholamreza Aziziyan
MBmahmood shafai bejestan
mahmood shafai bejestan
APAbbas Parsaie
Abbas Parsaie
SRSeyed Hossein Rajaei
Seyed Hossein Rajaei

19 November 2018 in Energies
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Journal Article
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KKKamran Khalifehei
Kamran Khalifehei
GAGholamreza Aziziyan
Gholamreza Aziziyan
Carlo GualtieriCarlo Gualtieri
Carlo Gualtieri
The Sea-wave Slot-cone Generator (SSG) wave-energy device is a type of electric energy converting structure that converts energy from sea waves, and which is designed and installed based on wave-overtopping in areas. Most of the previous studies have evaluated SSG systems based on hypothetical waves, considering the system geometry variations. However, it is important to consider the real wave conditions. This paper presents the results of a numerical study to investigate the performances of an SSG system in the context of the Persian Gulf and Oman Sea, where there is a strong need for renewable energies. The computational fluid dynamic (CFD) code Flow-3D was applied. First of all, available experimental data were applied to calibrate and evaluate the accuracy of the numerical model. Then, the real wave conditions on the coasts of the Persian Gulf and Oman Sea were imposed on the JONSWAP spectrum for the numerical modeling. Results of the study demonstrated that the hydraulic efficiency of the SSG system in the Persian Gulf and Oman Sea was low for wave heights lower than 0.5 m. The nominal efficiency of the system was relatively more than 60% for wave heights higher than 1 m; thus, the performance of the SSG system was suitably evaluated. Finally, the numerical results demonstrated that the most optimal conditions, with a nominal efficiency of 97%, were obtained for incident waves that had a height of 2 m and a period of 5.6 s. In this case, the hydraulic performance of the system was maximum.