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<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Tabriz</PublisherName>
				<JournalTitle>Hydrogeology</JournalTitle>
				<Issn>2588-3011</Issn>
				<Volume>10</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2025</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Simulation of Sand Filter in Preventing Sand Production in Water Wells Using PFC3D Software</ArticleTitle>
<VernacularTitle>Simulation of Sand Filter in Preventing Sand Production in Water Wells Using PFC3D Software</VernacularTitle>
			<FirstPage>61</FirstPage>
			<LastPage>76</LastPage>
			<ELocationID EIdType="pii">21639</ELocationID>
			
<ELocationID EIdType="doi">10.22034/hydro.2026.68989.1337</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>Farrin</FirstName>
					<LastName>Jabbari Balderlo</LastName>
<Affiliation>M.Sc. Student of Hydrogeology, Department of Geology, Urmia University, Urmia, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Hossein</FirstName>
					<LastName>Rezaie</LastName>
<Affiliation>Full Professor, Department of Water Engineering, Urmia University, Urmia, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Manijeh</FirstName>
					<LastName>Qara Qeshlag</LastName>
<Affiliation>Assistant Professor, Department of Geology, Urmia University, Urmia, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Seyed Mehdi</FirstName>
					<LastName>Esmat Saatloo</LastName>
<Affiliation>Ph.D. in Civil Engineering – Water, Head of Operations, West Azerbaijan Province Water and Wastewater Company, Urmia, Iran.</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>09</Month>
					<Day>05</Day>
				</PubDate>
			</History>
		<Abstract>Groundwater resources, as essential sources for drinking water and agriculture, are vulnerable to sand production, which reduces well efficiency and damages equipment. This study investigates and optimizes gravel pack design to control sand production in production wells in southern Urmia, Iran. Geological well logs were analyzed using LogPlot to identify sand-prone layers and dominant grain sizes in each well. Critical flow discharge was calculated based on Reynolds number and Shields criterion and compared with actual pumping rates to determine high-risk wells. Gravel pack design considered the physical and hydrodynamic properties of the aquifer and was evaluated through CFD–DEM numerical simulations. Four gravel pack types were designed for coarse (14.5–18 mm), medium (5.2–7.5 mm), fine (1–4.3 mm), and very fine sand (0.65–1.1 mm and 1.2–1.5 mm, dual grading), and their performance was simulated. Results indicated that selecting appropriate grain sizes and implementing a graded gravel arrangement enhances particle stability and prevents sand migration into the well. Optimized gravel packs effectively control fluid flow and mitigate sand production, thereby increasing well lifespan and water production efficiency. This study demonstrates the importance of integrating geological data, hydrodynamic analysis, and numerical simulations for sustainable groundwater well design, providing practical guidelines for selecting gravel pack size and configuration according to aquifer properties.</Abstract>
			<OtherAbstract Language="FA">Groundwater resources, as essential sources for drinking water and agriculture, are vulnerable to sand production, which reduces well efficiency and damages equipment. This study investigates and optimizes gravel pack design to control sand production in production wells in southern Urmia, Iran. Geological well logs were analyzed using LogPlot to identify sand-prone layers and dominant grain sizes in each well. Critical flow discharge was calculated based on Reynolds number and Shields criterion and compared with actual pumping rates to determine high-risk wells. Gravel pack design considered the physical and hydrodynamic properties of the aquifer and was evaluated through CFD–DEM numerical simulations. Four gravel pack types were designed for coarse (14.5–18 mm), medium (5.2–7.5 mm), fine (1–4.3 mm), and very fine sand (0.65–1.1 mm and 1.2–1.5 mm, dual grading), and their performance was simulated. Results indicated that selecting appropriate grain sizes and implementing a graded gravel arrangement enhances particle stability and prevents sand migration into the well. Optimized gravel packs effectively control fluid flow and mitigate sand production, thereby increasing well lifespan and water production efficiency. This study demonstrates the importance of integrating geological data, hydrodynamic analysis, and numerical simulations for sustainable groundwater well design, providing practical guidelines for selecting gravel pack size and configuration according to aquifer properties.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">CFD–DEM numerical simulation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Critical discharge</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Gravel pack</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Groundwater</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://hydro.tabrizu.ac.ir/article_21639_0e6cf33ad87da572cb5dcd1e36b1807f.pdf</ArchiveCopySource>
</Article>
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