<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Analysis of Long-Term Changes in Hydro-Climatic Components (Case Study: Maroun Sub-Basin)</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>1</FirstPage>
			<LastPage>17</LastPage>
			<ELocationID EIdType="pii">3903</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.10877.1198</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mohammadreza</FirstName>
					<LastName>Rajabi</LastName>
<Affiliation>PhD Student, Department of Water Engineering, University of Birjand, Birjand, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Hossein</FirstName>
					<LastName>Khozeymehnezhad</LastName>
<Affiliation>Associate Professor, Department of Water Engineering, University of Birjand, Birjand, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-2731-1170</Identifier>

</Author>
<Author>
					<FirstName>Mohammad</FirstName>
					<LastName>Nazeri Tahroudi</LastName>
<Affiliation>Assistant Professor, Department of Water Engineering, Lorestan University, Khorramabad, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-6871-2771</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>12</Month>
					<Day>16</Day>
				</PubDate>
			</History>
		    <Abstract>This research investigates the trends and changes in the statistical distribution of climatic parameters (the warm days index, TX90p, and precipitation) and hydrological parameters (river flow discharge) in the Maroun basin over a 50-year period (1971-2020). The Mann-Kendall test was employed to identify trends, and the Pettitt test was used to determine the timing of abrupt changes. The results indicated that the TX90p index exhibits a statistically significant increasing trend (p-value = 0.018), with a change point in the year 1995, following which its mean value increased by 57%. Although the decreasing trends in precipitation and discharge were not statistically significant at the 95% level, the Pettitt test identified an abrupt change in both parameters in the year 2008. A comparison of the statistical distribution of the data before and after the change points, using Kolmogorov-Smirnov, analysis of variance, and location tests, confirmed that not only the central tendency but also the shape and dispersion of these parameters have changed significantly. Specifically, the mean precipitation and discharge decreased by 28% and 46%, respectively, while their standard deviations also decreased by 38% and 52%, respectively. These findings collectively indicate a shift in the regional climate pattern towards warmer and drier conditions, which has serious implications for water resources management.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Extreme Temperature</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">precipitation</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Thermal Index</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Trend Change</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_3903_9d949c3d8baa0f9df6f22c4661946a61.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Studying Unsteady Heat and Mass Transfer Condition in a Tubular Solar Still Used for Water Harvesting Implications</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>18</FirstPage>
			<LastPage>27</LastPage>
			<ELocationID EIdType="pii">3919</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11055.1202</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mahdi</FirstName>
					<LastName>Hedayatizadeh</LastName>
<Affiliation>Associate Professor, Faculty of Agriculture, University of Birjand, Birjand, Iran &amp; ​Member of the Unconventional Water Resources Research Group, University of Birjand, Birjand, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0001-7845-406X</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>09</Month>
					<Day>19</Day>
				</PubDate>
			</History>
		    <Abstract> This study presents a comprehensive unsteady-state mathematical model for analyzing heat and mass transfer processes in a tubular solar still (TSS), aimed at enhancing the accuracy of temperature predictions and freshwater productivity assessments. The model incorporates time-dependent energy balance equations for key components—including the saline water, trough, humid air, and transparent cover—while accounting for convective, evaporative, radiative, and condensative heat transfer mechanisms. Assumptions such as uniform water temperature, negligible vapor leakage, saturated vapor near the water surface, and minimal solar absorption by humid air are employed to simplify the analysis. Mass transfer coefficients are derived from established correlations, and natural convection is modeled using Rayleigh and Grashof numbers for curved surfaces. Simulations under constant solar radiation (750 W/m²) and ambient temperature (28°C) reveal that the trough exhibits the highest temperature (up to 60°C), followed by saline water, humid air, and the cover (lowest at ~40°C), with all components stabilizing after approximately 2 hours. Cumulative distillate yield reaches approximately 0.5 kg after 8 hours of operation. Parametric analyses demonstrate that a 2.5-fold increase in solar radiation intensity results in a 3.4-fold rise in productivity, while enlarging the diameter from 0.1 m to 0.4 m yields a 4.5-fold enhancement, though at increased cost. The model provides valuable insights for optimizing TSS designs in water-scarce regions, highlighting the potential for sustainable, low-cost desalination. </Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Heat transfer</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Mass transfer</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">thermal analysis</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Tubular solar still</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_3919_5fc7c9bd1fcb12799f02da8adfa4954f.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Water Extent Monitoring Using Sentinel-2 (Case Study: Latyan Dam Reservoir)</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>28</FirstPage>
			<LastPage>39</LastPage>
			<ELocationID EIdType="pii">3921</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.10498.1191</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Amirhossein</FirstName>
					<LastName>Maeli</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agricultural Technology, College of Agriculture and Natural Resources, University of Tehran, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0009-0002-9168-1069</Identifier>

</Author>
<Author>
					<FirstName>Amirali</FirstName>
					<LastName>Alavi</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agricultural Technology, College of Agriculture and Natural Resources, University of Tehran, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0009-0007-1300-806X</Identifier>

</Author>
<Author>
					<FirstName>Ehsan</FirstName>
					<LastName>Vasheghani Farahani</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agricultural Technology, College of Agriculture and Natural Resources, University of Tehran, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-0228-8314</Identifier>

</Author>
<Author>
					<FirstName>Mahmoud</FirstName>
					<LastName>Mashal</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agricultural Technology, College of Agriculture and Natural Resources, University of Tehran, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-5814-2998</Identifier>

</Author>
<Author>
					<FirstName>Armin</FirstName>
					<LastName>Nasrollahi</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agricultural Technology, College of Agriculture and Natural Resources, University of Tehran, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0009-0000-8594-1173</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>11</Month>
					<Day>16</Day>
				</PubDate>
			</History>
		    <Abstract>Monitoring the surface area of reservoirs is crucial for effective water resource management, particularly in arid and semi-arid regions where water availability fluctuates significantly. This study utilizes Sentinel-2 imagery to assess water extent variations in the Latyan Dam reservoir in Iran from 2016 to 2024. By applying three well-established water indices—NDWI, MNDWI, &amp; AWEIsh—water surface areas were delineated. Sentinel-2 Level-2A images, preprocessed using the Sen2Cor algorithm, were analyzed in SNAP software, ensuring high accuracy in atmospheric correction and reflectance values. The derived water area was validated using index intersection and union approaches to refine detection accuracy. The reservoir’s surface area showed a clear declining trend, decreasing from 3.3 km² in 2016 (wettest year) to 1.1 km² in 2023 (driest year), corresponding to a shrinkage of about 2.2 km². Throughout 2016–2024, the uncertainty band between the union and intersection of NDWI, MNDWI, and AWEIsh remained relatively narrow, fluctuating between approximately 0.2 and 0.4 km², with slightly lower values in drier years. Applying Otsu thresholding substantially increased the number of uncertain water pixels compared to the fixed global threshold (index ≥ 0), from 3446 to 8250 pixels in 2016 and from 1718 to 7191 pixels in 2023, indicating that the global threshold provides more stable and conservative water detection for long‑term monitoring. This approach provides an efficient, replicable methodology for large-scale water monitoring, supporting sustainable water resource management and policy decisions.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Dam Monitoring</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Drought Monitoring</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">NDWI</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">remote sensing</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Satellite Imagery</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Water Area</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_3921_9b8f0779badbad3b46d6718ee95a68ff.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Quantifying Roof Catchment Yields for Improved Water Security in a Populated Built Dryland Ecosystem: The Case of Kitui Campus of Kenyatta University, Kenya</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>40</FirstPage>
			<LastPage>56</LastPage>
			<ELocationID EIdType="pii">3977</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.10723.1196</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mary</FirstName>
					<LastName>Makokha</LastName>
<Affiliation>Department of Geography, Kenyatta University, Nairobi, Kenya.</Affiliation>
<Identifier Source="ORCID">0000-0003-1755-8089</Identifier>

</Author>
<Author>
					<FirstName>Fuchaka</FirstName>
					<LastName>Waswa</LastName>
<Affiliation>Department of Agricultural Sciences and Technology Kenyatta University, Nairobi, Kenya.</Affiliation>
<Identifier Source="ORCID">0000-0002-0675-1441</Identifier>

</Author>
<Author>
					<FirstName>Samuel</FirstName>
					<LastName>Kimani</LastName>
<Affiliation>Department of Geomatics Engineering and Geospatial Information Systems, Jomo Kenyatta University of Agriculture and Technology, Juja, Nairobi, Kenya.</Affiliation>
<Identifier Source="ORCID">0009-0002-3983-9308</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>12</Month>
					<Day>19</Day>
				</PubDate>
			</History>
		    <Abstract>Water scarcity poses a significant challenge in semi-arid regions, with climate variability and growing demand exacerbating the strain on traditional water sources. As a contribution to sustainable water solution in a dryland region, this study reports the potential harvest from rooftop catchments in a populated built environment using Kenyatta University, Kitui Campus, in Kenya, as a case study. Roof catchment areas were computed using standard GIS procedures. Mean monthly rainfall was established using rainfall trends from 1981–2024. Estimated harvestable water was calculated standard formula for volume, but discounted for expected evaporation and seepage loses using applicable runoff coefficients. Results show that the entire campus can collect at least 11 million litres annually, with institutional buildings contributing 7.8 million litres and the staff quarters 3.4 million litres per year. With a population of about 1000 people coupled with water use efficiency, the campus can operate within a water secure scenario throughout the year. Seasonal analysis reveals that the October–December provides 361 mm of rainfall twice the volume of the March–May (MAM) which is 176 mm, necessitating strategic storage solutions to bridge dry periods. Based on the cost factor of above ground plastic tanks, this study proposes decentralized rainwater harvesting systems combining a series of large-capacity residential tanks available on the market (30,000-50,000 litres) for high-yield buildings and smaller tanks (5,000–20,000 litres) per individual residential houses. Lessons from this paper offer Kitui Campus, other learning environments, and households with ridged roof catchments, significantly opportunities through enhanced public health performance indicators and irrigation agriculture.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Build Environment</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rainwater harvesting</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Semi-arid regions</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Water security</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_3977_7d571e5c15bad5ef8c4352ce7a1d9e78.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Application of Nested Copulas for Flood Frequency Analysis (Case Study: Dez Basin, Iran)</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>57</FirstPage>
			<LastPage>70</LastPage>
			<ELocationID EIdType="pii">4007</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11256.1205</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Alireza</FirstName>
					<LastName>Amirrezaeieh</LastName>
<Affiliation>Department of Agricultural Systems Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Rasoul</FirstName>
					<LastName>Mirabbasi</LastName>
<Affiliation>Department of Water Engineering, Shahrekord University, Shahrekord, Iran./Water Sciences and Hydroinformatics Research Center, Khazar University, Mahsati str. 41, AZ 1096, Baku, Azerbaijan</Affiliation>
<Identifier Source="ORCID">0000-0002-9897-0042</Identifier>

</Author>
<Author>
					<FirstName>Ali</FirstName>
					<LastName>Saremi</LastName>
<Affiliation>Department of Agricultural Systems Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran.</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>04</Month>
					<Day>10</Day>
				</PubDate>
			</History>
		    <Abstract>One of the hydrological phenomena with a very complex nature is the flood phenomenon, which causes a lot of damage if it occurs. In this study, the joint frequency analysis of flood characteristics at the Sepid Dasht-Zaz station in the Dez basin, Iran, over a 30-year period was investigated using nested copula functions. For this purpose, the flood characteristics such as peak flow, flood volume and base time of the flood were used. By fitting 11 different distribution functions to the studied series, finally, based on statistical tests, the generalized extreme value distribution (GEV) was chosen as a suitable marginal distribution for the studied variables. After selecting the marginal distribution, Archimedean family copulas (including Frank, Ali-Mikhail-Haq, and Clayton) were used for joint frequency analysis of the paired flood characteristics (peak flow and flood volume, peak flow and time base and flood volume and time base). The results showed that Frank and Clayton for the mentioned pair-variables are most consistent with the empirical copulas. The joint return period was used to investigate the trivariate return period of events. The results of joint analysis of flood characteristics in the study area resulted in the typical return period curves for Sepid Dasht-Zaz, which provides the return period of each flood characteristic with different probabilities and given by other flood characteristics. Since the characteristics of floods are different in each flood event, univariate flood analysis does not take into account all characteristics, and hence the use of nested copulas by increasing dimension of analysis can provide more realistic results. </Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Archimedean</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Copula</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">joint analysis</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Marginal distribution</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">power law</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4007_ab8df9f7733db5611fd53748f1db282e.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Adoption of Sensor-Based Smart Drip Irrigation for Water-Efficient Rooftop Gardening under Labor Constraints in Bangladesh</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>71</FirstPage>
			<LastPage>83</LastPage>
			<ELocationID EIdType="pii">4051</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.10530.1194</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Ashutus</FirstName>
					<LastName>Singha</LastName>
<Affiliation>Department of Irrigation and Water Management, Sylhet Agricultural University, Sylhet-3100, Bangladesh</Affiliation>
<Identifier Source="ORCID">0000-0002-1946-3860</Identifier>

</Author>
<Author>
					<FirstName>Morshida</FirstName>
					<LastName>Akther</LastName>
<Affiliation>Department of Irrigation and Water Management, Sylhet Agricultural University, Sylhet-3100, Bangladesh</Affiliation>
<Identifier Source="ORCID">0009-0001-1167-5797</Identifier>

</Author>
<Author>
					<FirstName>Sanjida</FirstName>
					<LastName>Kabir</LastName>
<Affiliation>Department of Irrigation and Water Management, Sylhet Agricultural University, Sylhet-3100, Bangladesh</Affiliation>
<Identifier Source="ORCID">0009-0004-7734-6031</Identifier>

</Author>
<Author>
					<FirstName>A. K. Mohibul</FirstName>
					<LastName>Islam</LastName>
<Affiliation>Department of Irrigation and Water Management, Sylhet Agricultural University, Sylhet-3100, Bangladesh</Affiliation>
<Identifier Source="ORCID">0009-0003-4526-6064</Identifier>

</Author>
<Author>
					<FirstName>Md. Shamim</FirstName>
					<LastName>Ahmed</LastName>
<Affiliation>Department of Irrigation and Water Management, Sylhet Agricultural University, Sylhet-3100, Bangladesh</Affiliation>
<Identifier Source="ORCID">0009-0001-6712-6973</Identifier>

</Author>
<Author>
					<FirstName>Md. Abu Sayem</FirstName>
					<LastName>Jiku</LastName>
<Affiliation>Department of Soil Science, Bangladesh Jute Research Institute, Dhaka, Bangladesh</Affiliation>
<Identifier Source="ORCID">0000-0001-6108-6467</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>11</Month>
					<Day>20</Day>
				</PubDate>
			</History>
		    <Abstract>Rooftop gardening has become popular in many regions of the world, yet its adoption in Bangladesh remains limited due to several challenges. Urban households often avoid rooftop cultivation because of concerns such as over-irrigation causing waterlogging, the structural threat of water accumulation on roofs, and the inconvenience of frequently climbing stairs to water plants. These factors collectively discourage broader participation in rooftop agriculture despite its environmental and socio-economic benefits. To overcome these barriers, this study introduces a sensor-based automatic drip irrigation system designed to optimize water use, reduce manual labor, and ensure safe rooftop gardening. The research evaluated a rain sensor-based automatic drip irrigation system in comparison with customary watering system for tomato (Solanum lycopersicum L.) cultivation. The experiment was conducted at Sylhet Agricultural University from November 2024 to January 2025 following a Completely Randomized Design with two treatments: Sensor Based Automatic Drip Irrigation (SI) and Conventional Irrigation (CI) and five replications. The findings showed that the SI system significantly enhanced plant height, flower production, fruit yield, and total output relative to manual irrigation. Water use efficiency improved by 40%, with an overall 25% reduction in water application. Economic analysis showed that SI system was more profitable, with lower production costs (USD 55.10) compared to the CI system (USD 66.18). Overall, the findings indicate that sensor-based smart watering system offer a practical, cost-effective, and water-efficient solution for rooftop gardening in Bangladesh. By addressing limitations of manual irrigation, this technology can promote adoption of sustainable rooftop farming practices across the country.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Automated irrigation system</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Home gardening</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Tomato production</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Urban agriculture</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Water use efficiency (WUE)</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4051_3e33b970f21d2fc65096871ea0d2c6e4.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Investigating the Effects of Land Cover Changes on Water Erosion Intensity Using the RUSLE Model in the Sahlabad Watershed</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>84</FirstPage>
			<LastPage>95</LastPage>
			<ELocationID EIdType="pii">4115</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11219.1204</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Fatemeh</FirstName>
					<LastName>Jafarpour</LastName>
<Affiliation>Department of Environment, Faculty of natural resources and environment, University of Birjand, Birjand, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-1946-3860</Identifier>

</Author>
<Author>
					<FirstName>Elham</FirstName>
					<LastName>Yousefi</LastName>
<Affiliation>Department of Environment, Faculty of natural resources and environment, University of Birjand, Birjand, Iran.</Affiliation>
<Identifier Source="ORCID">0009-0001-1167-5797</Identifier>

</Author>
<Author>
					<FirstName>Mohammad Hossein</FirstName>
					<LastName>Sayadi</LastName>
<Affiliation>Iranian National Institute for Oceanography and Atmospheric Science, Tehran, 1411813389, Iran.</Affiliation>
<Identifier Source="ORCID">0009-0004-7734-6031</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>05</Month>
					<Day>03</Day>
				</PubDate>
			</History>
		    <Abstract>Water erosion, especially in dry and semi-arid regions, is one of the most significant environmental challenges, playing a crucial role in the degradation of natural resources. Modeling tools such as RUSLE, in conjunction with GIS for spatial analysis and remote sensing, provide the ability to quantify and map erosion-prone areas. This study was conducted in the Sahlabad watershed to evaluate water erosion intensity and assess the influence of environmental factors, including rainfall erosivity, soil erodibility, topography, vegetation cover, and conservation practices. The RUSLE model was applied using meteorological data and spatial information derived from remote sensing and GIS techniques. Ultimately, water erosion intensity was classified into five categories: very low, low, moderate, high, and very high. The respective percentages for each category, from very low to very high erosion, were 79.49%, 0.95%, 8.83%, 10.21%, and 0.50%, respectively. The results highlight the importance of vegetation conservation and appropriate land management practices for reducing soil loss and protecting the Kaji Wetland. To reduce soil loss, preventing cultivation in vulnerable areas and planting Tamarix trees are recommended.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Land use</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">RUSLE model</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">South Khorasan</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Water erosion</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4115_a5ff5d4b0a0d7b3e4d64147037d8c344.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Integrated Drought Risk Assessment Using an Entropy-Weighted Fuzzy Index and Copula Functions: A Case Study of Sarbaz River Basin, Iran</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>96</FirstPage>
			<LastPage>112</LastPage>
			<ELocationID EIdType="pii">4230</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11758.1208</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Sahar</FirstName>
					<LastName>Maldar</LastName>
<Affiliation>Department of Physical Geography, Faculty of Geography and Environmental Planning, University of Sistan and Baluchestan, Zahedan, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-9655-6091</Identifier>

</Author>
<Author>
					<FirstName>Hamid</FirstName>
					<LastName>Nazaripour</LastName>
<Affiliation>Department of Physical Geography, Faculty of Geography and Environmental Planning, University of Sistan and Baluchestan, Zahedan, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-9655-6091</Identifier>

</Author>
<Author>
					<FirstName>Mohsen</FirstName>
					<LastName>Hamidianpour</LastName>
<Affiliation>Department of Physical Geography, Faculty of Geography and Environmental Planning, University of Sistan and Baluchestan, Zahedan, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0001-7389-172X</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>07</Month>
					<Day>26</Day>
				</PubDate>
			</History>
		    <Abstract>Drought risk assessment based on a reliable, integrated index that encompasses meteorological, hydrological, and agricultural dimensions is critical for understanding future drought trends and for implementing effective prevention and mitigation strategies. This study aims to develop a Multivariate Integrated Drought Index (MIDI) by combining four key drought indicators—Streamflow Drought Index (SDI), Standardized Runoff Index (SRI), Standardized Precipitation Index (SPI), and Standardized Precipitation-Evapotranspiration Index (SPEI)—to enable an objective and holistic evaluation of drought risk. The study area, the Sarbaz River Basin in southeastern Iran, is the region’s only permanent river system and holds strategic importance for agricultural development and unique ecological sustainability, particularly under escalating water scarcity driven by climate change and population growth. The MIDI was constructed using variable fuzzy set theory and the entropy weight method. Drought events were subsequently redefined in terms of duration and severity based on run theory. Copula functions were employed to model the joint probability distribution of drought duration and severity, allowing for a comprehensive assessment of drought risk. Results indicate that the MIDI is well correlated with the time series of individual meteorological and hydrological drought indices and demonstrates greater sensitivity and efficiency in capturing historical drought events compared to single indices. The Sarbaz River Basin has experienced over 100 drought events, with a mean duration of 2.21 months, and 94.6% of the events lasted fewer than five months, indicating that droughts in this basin tend to be of short duration yet occur with high frequency. Droughts of varying severity occur annually across the basin. Given this high frequency, it is recommended that water resource management plans incorporate the MIDI outputs and the joint duration–severity analysis to formulate proactive adaptation strategies. Future research should investigate the influence of climatic variables and land-use changes on drought dynamics within this critical basin.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Copula functions</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Drought risk</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Multivariate Integrated Drought Index</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">return period</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Run theory</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4230_c0e19ce0dbabbc0d17a4f8d4324cc8e3.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Evaluation of Bias Correction Methods for CMIP6 Precipitation Projection: A Case Study of Torqabeh City, Iran</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>113</FirstPage>
			<LastPage>123</LastPage>
			<ELocationID EIdType="pii">4140</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11491.1206</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Bahareh Sadat</FirstName>
					<LastName>Hamraz</LastName>
<Affiliation>Department of Water Engineering, University of Birjand, Birjand, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Abolfazl</FirstName>
					<LastName>Akbarpour</LastName>
<Affiliation>Department of Civil Engineering, University of Birjand, Birjand, Iran</Affiliation>
<Identifier Source="ORCID">0000-0002-9693-1998</Identifier>

</Author>
<Author>
					<FirstName>Mohammad Hosein</FirstName>
					<LastName>Najafimood</LastName>
<Affiliation>Department of Water Engineering, University of Birjand, Birjand, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>06</Month>
					<Day>09</Day>
				</PubDate>
			</History>
		    <Abstract>Investigating climate change&#039;s impact on precipitation patterns using GCMs is crucial, but correcting their inherent biases is essential for reliable regional applications. The present study aimed to investigate the effect of seven bias correction methods and a weighted ensemble of the five best-corrected models on the accuracy of 14 CMIP6 models in predicting precipitation. Bias correction was performed for the baseline period 1990–2014, and the corrected outputs were validated against observational data from nine meteorological stations using RMSE, PBIAS, KGE, and NSE metrics. Based on the results, the ensemble method was selected as the superior approach at all stations, improving KGE from 0.54 to 0.56 (3.7%), improving NSE from 0.19 to 0.42 (121%), and reducing RMSE from 23.48 to 19.79 (15.7%). The ensemble reduced PBIAS at six stations (by ~77% on average. A one-tailed Wilcoxon signed-rank test confirmed that the superiority of the ensemble method is statistically significant (W = 45, n = 9, p = 0.0039). Among the individual methods, the Bernoulli gamma method, which is based on the separation of dry and wet days and the use of the gamma distribution, had the best performance. In the ensemble method, CESM2, CNRM-CM6-1, and MRI-ESM2-0 were consistently among the top five models at all stations. Precipitation projection using the optimal bias correction method (ensemble) and the best-performing CMIP6 model for the 2030–2055 period indicates that precipitation will decrease by an average of 10.46% under SSP1-2.6 (ranging from -6.1% to –13.7% across stations) and by an average of 14.6% under SSP5-8.5 (ranging from -9.2% to –18.7%).</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Bernoulli-Gamma</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">ensemble</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">KGE</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">SSP Scenarios</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Wilcoxon</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4140_4f05d4821fe9967817dea5a20c4e7b35.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Integrating Univariate and Multivariate Trend Detection with Principal Component Analysis</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>124</FirstPage>
			<LastPage>139</LastPage>
			<ELocationID EIdType="pii">4248</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.12018.1216</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mohammad</FirstName>
					<LastName>Nazeri Tahroudi</LastName>
<Affiliation>Department of Water Engineering, Lorestan University, Khorramabad, Iran</Affiliation>
<Identifier Source="ORCID">0000-0002-6871-2771</Identifier>

</Author>
<Author>
					<FirstName>Mohammadjavad</FirstName>
					<LastName>Zeynali</LastName>
<Affiliation>Department of Water Engineering, Faculty of Agriculture, Torbat Heydarieh University, Torbat Heydarieh, Iran</Affiliation>
<Identifier Source="ORCID">0009-0006-9615-5702</Identifier>

</Author>
<Author>
					<FirstName>Omolbani</FirstName>
					<LastName>Mohammadrezapour</LastName>
<Affiliation>Department of Water Engineering, Faculty of Water and Soil, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-3815-6356</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>07</Month>
					<Day>03</Day>
				</PubDate>
			</History>
		    <Abstract>Understanding the intricacies of regional climate change is essential for effective adaptation, yet trend analyses are often constrained by spatial aggregation biases. This study investigates the spatiotemporal evolution of maximum temperature in Lorestan Province, western Iran, over a 20-year period (2001–2020) by integrating conventional univariate trend detection with a novel multivariate approach based on Principal Component Analysis (PCA). Station-scale analysis using the modified Mann-Kendall test revealed a pervasive but largely non-significant positive annual warming trend across all eight stations, with total increases ranging from 0.77 °C to 1.25 °C. Crucially, monthly-scale disaggregation exposed a distinct seasonal asymmetry: significant warming was concentrated in February and the summer months (July–September), while transitional periods exhibited minimal change, demonstrating that annual aggregates conceal critical seasonal extremes. PCA revealed exceptional spatial coherence, with the first principal component explaining 99.9% of the total variance and factor loadings exceeding 0.999 across all stations, indicating a highly synchronized thermal regime governed by regional-scale drivers. However, the multivariate Mann-Kendall test found no significant region-wide trend (Z = 0.062, p = 0.951), highlighting that locally significant warming signals are diluted when spatially integrated, thereby cautioning against generalized regional policy. These findings underscore the necessity of local-scale trend assessments for climate adaptation, particularly in agriculture and water resources. The pronounced warming in February threatens plant chilling requirements, while intensifying summer heat elevates evapotranspiration and energy demands, necessitating targeted, site-specific management strategies rather than reliance on provincial averages for climate resilience planning in semiarid environments.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Climate change</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Maximum temperature</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Mann-Kendall</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Multivariate trend</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Principal component analysis</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4248_5f245ebebce62ddcfacd1b6292c69392.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Multiannual Soil-Erosion Potential and Structural Connectivity in the Deli Watershed, Southwestern Iran (2005–2025)</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>140</FirstPage>
			<LastPage>154</LastPage>
			<ELocationID EIdType="pii">4244</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11799.1209</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Kohzad</FirstName>
					<LastName>Heidary</LastName>
<Affiliation>Department of Soil Conservation and Watershed Management Research, Khuzestan Agricultural and Natural Resource Research Center, Agricultural Research, Education and Extension Organization, Ahvaz, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0001-5156-2511</Identifier>

</Author>
<Author>
					<FirstName>Amin</FirstName>
					<LastName>Zoratipour</LastName>
<Affiliation>Department of Natural Engineering, Faculty of Agriculture, Khuzestan University of Agricultural Sciences and Natural Resources, Ahvaz, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0002-4979-576X</Identifier>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>07</Month>
					<Day>30</Day>
				</PubDate>
			</History>
		    <Abstract>Water erosion in semi-arid mountain watersheds depends on both sediment-source potential and the structural connection of source areas to the drainage network. A multiannual, sensitivity-aware screening workflow was developed for the 105.20 km² Deli watershed, southwestern Iran, for 2005–2025. Landsat 5/7 indices were transformed to an Operational Land Imager-equivalent scale using local near-coincident Landsat 7–8 pairs, annual cover-management factors were derived, rainfall erosivity was represented using a CHIRPS–modified Fournier proxy, soil erodibility was estimated from SoilGrids, and topographic controls were derived from a 30 m DEM. Annual RUSLE products were combined with structural connectivity, hotspot persistence and conditional support-practice scenarios. The uncertainty measure is the low-to-high structural sensitivity range across alternative R, K, C and P assumptions, not a probabilistic confidence interval. All erosion and delivery results are unitless comparative index values rather than physical soil-loss or sediment-yield rates. The long-term mean potential soil-loss index was 582.11 index units; annual means ranged from 138.33 in 2010 to 1040.20 in 2018, with no significant monotonic watershed-scale trend. The annual response closely followed the rainfall-erosivity proxy (Spearman ρ = 0.98, p &lt; 0.001), whereas its association with the watershed-mean C factor was weak and non-significant (ρ = −0.07, p = 0.758). Hotspots recurring in at least half of the years occupied 10.42 km², and mean relative structural uncertainty was 37.40%. Moderate and strong conditional P scenarios, representing 10–45% and 55–72.5% local reductions across eligible cells, lowered the index within 4.85 km² of stable cropland by 36.87% and 68.38%, but reduced the watershed-wide mean by only 0.34% and 0.63% because the treated domain covered about 4.6% of the watershed. The maps provide first-tier evidence for prioritizing field verification, monitoring and sediment pre-treatment. CHIRPS intensity limitations, the approximately 250 m support of SoilGrids and the absence of sediment observations preclude calibrated rates or stand-alone siting decisions.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Conservation Screening</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Deli Watershed</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Multiannual Rusle</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rainfall-Erosivity Proxy</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Structural Sediment Connectivity</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4244_7369f3c86bf3c0a354615432832d9e8f.pdf</ArchiveCopySource>
</Article>

<Article>
<Journal>
				<PublisherName>University of Birjand</PublisherName>
				<JournalTitle>Water Harvesting Research</JournalTitle>
				<Issn>2476-6976</Issn>
				<Volume>9</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2026</Year>
					<Month>03</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Integrated Urban Fluvial Flood Risk Assessment: A Source–Pathway–Receptor–Consequence (SPRC) Application in Qazvin, Iran</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>155</FirstPage>
			<LastPage>169</LastPage>
			<ELocationID EIdType="pii">4236</ELocationID>
			
<ELocationID EIdType="doi">10.22077/jwhr.2026.11928.1212</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Bahareh</FirstName>
					<LastName>Hossein-Panahi</LastName>
<Affiliation>Department of Irrigation and Reclamation Engineering, Faculty of Agricultural Engineering and Technology, College of Agriculture and Natural Resources, University of Tehran, Karaj, Iran.</Affiliation>

</Author>
<Author>
					<FirstName>Seiyed Mossa</FirstName>
					<LastName>Hosseini</LastName>
<Affiliation>Physical Geography Department, University of Tehran, P.O. Box: 14155-6465, Tehran, Iran.</Affiliation>
<Identifier Source="ORCID">0000-0001-7161-8711</Identifier>

</Author>
<Author>
					<FirstName>Elahe</FirstName>
					<LastName>Kakavand</LastName>
<Affiliation>Senior Engineering, Regional Water Company of Qazvin, Qazvin, Iran.</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2026</Year>
					<Month>08</Month>
					<Day>23</Day>
				</PubDate>
			</History>
		    <Abstract>Flood risk assessment in developing regions is often constrained by the absence of locally derived depth–damage functions, limiting the reliability of loss estimation and risk-informed planning. This study proposes an integrated methodology that combines the Source–Pathway–Receptor–Consequence (SPRC) framework with socio-economic indicators to assess fluvial flood risk in the Shotorak catchment, Qazvin Province, Iran. In the absence of local damage data, European Commission depth–damage curves were applied to hydraulic simulation outputs for 25- and 100-year return period flood events. The modelling results indicate maximum flood depths of 5.85 m and 11.02 m, with inundation extents of 29.79 ha and 45.67 ha, respectively. Residential land in Mohammadieh was affected over 3.4 ha under the 25-year scenario and 5.9 ha under the 100-year scenario, while agricultural land in Sharifieh experienced the greatest losses, increasing from 12.5 ha to 17.4 ha. Residential risk increased by 52% between the two scenarios, underscoring the exposure of expanding urban settlements. The findings reveal pronounced spatial variability in flood impact, driven by the interplay of topography, land use, and socio-economic conditions. Overall, the proposed framework offers a transferable and practical interim tool for flood risk screening and risk-sensitive planning in regions where local depth–damage functions are unavailable.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Depth&amp;ndash</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">damage curves, Flood risk assessment, Fluvial flood, Hydraulic modelling, Vulnerability</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jwhr.birjand.ac.ir/article_4236_70d5212dd052b2ef06e5e562f6f9ab9c.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
