seid omid aleyasin; bahman shamsesfandabad; Hamid Toranjzar; abas ahmadi; Shahro Mokhtari
Abstract
Abstract: Wetlands are one of the most productive ecosystems in the world. They provide a unique and rich habitat for creature .they also perform a wide range of economic and service functions such as water conservation, runoff regulation, water quality treatment and recreational services. The aim of ...
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Abstract: Wetlands are one of the most productive ecosystems in the world. They provide a unique and rich habitat for creature .they also perform a wide range of economic and service functions such as water conservation, runoff regulation, water quality treatment and recreational services. The aim of this study was to evaluate the ecosystem health of Meyghan Wetland of Arak based on different methods. To evaluate the Meyghan Wetland of Arak and also to evaluate the status of benthic organisms and other parameters, sampling of sediments of the wetland floor was performed. Sampling was performed at 10 points of the wetland and at 5 replications at each point. Several indicators were used to assess the health of Meyghan Wetland. Which included a biotic-index (BI) based on the work of Borja et al. (2000). In addition to the above, the main framework includes bio-indicators, heavy metal pollution index and water quality index, which have been considered in this study. The ecosystem health of Meyghan Wetland was evaluated based on the mentioned indicators and the map of ecosystem health of Meyghan Wetland was prepared. The results of this study showed that except for the nickel, zinc and lead as well as pH, for other elements (EC, Na, Cl, Mg, Ca, HCO3, SO4 and TDS), the lowest and highest values belong respectively To stations 3 and 6. The high amount of these elements in station 6 can be due to the activity of sodium sulfate factory in the northern part of the wetland, which causes changes in the wetland ecosystem by removing sediments from the wetland floor. In the case of copper, zinc and lead, the lowest concentration is seen in the northwestern part of the wetland and the highest concentration is seen in the western and southeastern parts of the wetland.
mohammad taghi heydari; Hosseinali Bahrami; , alireza aliyari
Abstract
Soil moisture is one of the fundamental parameters of the environment that is directly influenced by plant life, animal and activity of micro-organisms and plays a major role in energy exchanges between air and soil. Determination of the exact amount of soil moisture content in agricultural, hydrology ...
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Soil moisture is one of the fundamental parameters of the environment that is directly influenced by plant life, animal and activity of micro-organisms and plays a major role in energy exchanges between air and soil. Determination of the exact amount of soil moisture content in agricultural, hydrology and geological sciences is very important. Therefore, the use of a method that can achieve soil moisture in normal and non-corrosion conditions with high speed and accuracy is very important and fundamental. The Ground Penetrating Radar (GPR) is a non-destructive method for the subsurface investigation that is evolving and seems to be able to greatly help agriculture to identify soil and protect culture systems. Different studies have been done in the field of soil moisture determination using GPR, but in Iran, there are limited studies on the ability of this method to estimate spatial changes of soil moisture content, therefore, this research has been done with these goals. The results indicate that in the study area, the distribution of humidity at each stage of harvest shows limited changes if the time changes of humidity in the time interval between winter and spring are about 10-15% of the difference. Also, the mean square of GPR method error compared with TDR 13.2 method is also compared to the GPR and weighted 81.3 method and the correlation coefficient in these two comparisons is equal to 0.87 and 0.95, which indicates the high accuracy of the GPR method for estimating soil moisture.
mehri raoofi; Mahmoud Habibnejad Roshan; Kaka Shahedi; Fatemeh Kardel
Abstract
Rivers are the main arteries of watersheds that play an important role in providing water for agriculture, drinking and industry. On the other hand, the reduction of river water quality has been one of the biggest human concerns in the last century. In order to evaluate the quality of running water, ...
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Rivers are the main arteries of watersheds that play an important role in providing water for agriculture, drinking and industry. On the other hand, the reduction of river water quality has been one of the biggest human concerns in the last century. In order to evaluate the quality of running water, biological indicators and the study of benthic invertebrates can be used. The aim of this study was to investigate the water quality of the main rivers of Babolrood watershed using the Hilsenhof Biological Index (HFBI). For this purpose, sampling of benthic invertebrates in 5 main river stations was performed using a net frame (sorber) with a cover area of 40 cm2 and transferred to the laboratory for identification. Then, using Pennak (1953) and Mellenby (1963) identification keys, the samples were identified by family and sex and counted and weighed. Also, at the same time as sampling of benthic organisms to study the physicochemical properties of water, samples were taken from river water. Pearson correlation coefficient was used to investigate the relationship between biological samples and physicochemical properties of water. The results showed that Babolk station with the lowest FBI and Babolrood-Babol station with the highest FBI were in the category of non-organic pollution and some organic pollution, respectively. The results of correlation of biological samples with physicochemical parameters in most cases were not significant at 95% confidence level. The highest correlation coefficient between Oligochaeta species was with Diversity biodiversity.Keywords: Benthic invertebrates, water quality, HFBI, Babolrood watershed, Mazandaran province
yahya parvizi; Zahra Gerami
Abstract
Estimates made in the country indicate the annual waste of about one billion cubic meters of soil from the country's land resources. Although the economic valuation of this volume of soil resource loss is difficult, but considering the fragile balance of ecosystems in the country's land resources, it ...
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Estimates made in the country indicate the annual waste of about one billion cubic meters of soil from the country's land resources. Although the economic valuation of this volume of soil resource loss is difficult, but considering the fragile balance of ecosystems in the country's land resources, it is possible to predict what irreparable and irreversible loss this volume of resource loss will bring to the production capacity and operation of these resources. shows Part of this soil loss is compensated and replaced by soil formation processes, and as long as the rate of erosion does not exceed the rate of soil formation, it is considered a kind of natural and inevitable process. Knowing the rate of natural replacement is necessary to monitor the changes in the quality and quantity of this natural resource and to know the process of its deterioration or recovery. On the other hand, every year, large amounts of the country's financial resources are spent on watershed management measures. Meanwhile, there is no quantitative regional standard for the design of these measures, as well as a practical guideline for evaluating the effectiveness of these measures. This standard, as well as the quantity of soil regeneration and renewability, is known in the world as tolerable soil erosion. In this article, a summary of the formation of this concept in soil science, factors affecting the value of T, as well as its calculation methods are introduced and evaluated. Also, a summary of research has been done and their results related to tolerable erosion and familiarization with different methods in this field, suggestions and research needs and optimal solutions for estimating tolerable erosion for the conditions of the country have been introduced.
Maryam Sabouri; Haydeh Ara; Mohammad Kia Kianian; Amin Salehpour Jam
Abstract
Over the past decades, excessive and unprincipled exploitation of watershed resources (soil, water, and vegetation) has reduced their health. The purpose of the present study is to evaluate the tourism value of geomorphotourist landscapes (case study: Hablehroud basin) using the Prolong model. Among ...
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Over the past decades, excessive and unprincipled exploitation of watershed resources (soil, water, and vegetation) has reduced their health. The purpose of the present study is to evaluate the tourism value of geomorphotourist landscapes (case study: Hablehroud basin) using the Prolong model. Among the geomorphic sites in the Hablehroud region, 3 sites were selected and an identity card was prepared for each of the geomorphic sites. In this study, based on the Prolong model, a survey was conducted of a number of experts knowledgeable about the study area and visiting tourists (30 people) using a simple random sampling method. In this model, the tourism value of a place was measured by the average of aesthetic, scientific, cultural and economic values. After measuring the data, it was determined that among the three selected samples, the Vashi Gorge geosite with a tourism value of 0.54 and an average productivity value of 0.68 has the highest geomorphological tourism value. What has increased the value and importance of the Vashi Gorge is its uniqueness in the country, favorable and cool climate, geomorphological shapes and unique carvings on the rock wall of the gorge, as well as the waterfall view and the presence of a very beautiful meadow around this gorge. The Rudafshan Cave geosite with a tourism value of (0.41) was ranked second. The Khumdeh mineral spring with a hardness of (0.31) took third place. The assessments indicate that the tourism values of the geomorphological landforms of the Tangeh Vashi region are mainly due to the high value of the external beauty, cultural value, and scientific value of this landform. Factors such as difficulty of access, lack of appropriate welfare and service facilities, and lack of attention to geotourism have been effective in reducing the total calculated hardness.
Amin Salehpour Jam; Jamal Mosaffaie
Abstract
In this study, problem structuring and identification and prioritization of solutions to improve the health of the Kal-Aji watershed were carried out based on the DPSIR framework and non-parametric statistical tests. In the first stage, the drivers and pressures resulting in the health status of the ...
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In this study, problem structuring and identification and prioritization of solutions to improve the health of the Kal-Aji watershed were carried out based on the DPSIR framework and non-parametric statistical tests. In the first stage, the drivers and pressures resulting in the health status of the Kal-Aji watershed and the related impacts were identified through a literature review, a visit to the watershed, interviews with experts from the departments of natural resources, environment, regional water, the Agricultural Jihad, the Agricultural and Natural Resources Engineering Organization of Golestan, faculty members of academic and research centers, and interviews with local communities. Then, a working group consisting of 26 stakeholders, local knowledgeable individuals, and experts knowledgeable about the issues and problems of the watershed began to determine solutions to improve the health of the Kal-Aji watershed and eliminate or modify the related adverse impacts. In the last stage, after forming the DPSIR table and identifying the various components of this framework in the Kal-Aji watershed, the importance of each of the variables categorized under the five DPSIR components was prioritized and determined. For this purpose, a Likert-scale questionnaire was used as a measurement tool. In this study, each variable was considered as an item, and the validity of the questionnaire was finally confirmed based on the opinions of experts. Also, Cronbach's alpha method was used to calculate the reliability of the measurement tool. In this study, the questionnaire variables were based on the multiple-response coding method, qualitative ordinal variables and matched the Likert scale (very low (1), low (2), medium (3), high (4), and very high (5)), so that the opinion of the expert working group members and the determination of the priority of the items were based on the Friedman nonparametric test.
kourosh shirani; Mehrdad Pasandi
Abstract
In this study the Sentinel-1 satellite data (ascending, descending, and combined modes) and PSInSAR technique were utilized to assess and map land subsidence risk in major watersheds of Isfahan Province, including Isfahan-Borkhar, Najafabad, Northern Mahyar, Southern Mahyar, and Kuhpayeh-Sejzi. The Sentinel-1 ...
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In this study the Sentinel-1 satellite data (ascending, descending, and combined modes) and PSInSAR technique were utilized to assess and map land subsidence risk in major watersheds of Isfahan Province, including Isfahan-Borkhar, Najafabad, Northern Mahyar, Southern Mahyar, and Kuhpayeh-Sejzi. The Sentinel-1 radar data (2014 to 2023) were used, including ascending and descending imagery, to resolve displacement ambiguities caused by directional movement. Initial data processing involved co-registration of radar images to align pixels accurately and generate interferograms for phase change extraction. Persistent scatterers (PS) were identified using the Amplitude Dispersion Index (ADI) and phase stability analysis. Atmospheric and orbital errors were corrected using statistical models and inversion techniques to eliminate biases. Temporal analysis of ground displacement was conducted to calculate deformation trends, with data georeferenced for spatial interpretation. Validation was carried out by comparing results with ground-based data and independent sources. Final outputs included cumulative subsidence maps, annual subsidence rates, and risk zoning maps highlighting areas prone to land subsidence. The findings reveal that subsidence in the study area ranged from negligible to 55 cm over the nine-year observation period. Annual subsidence rates in parts of the Isfahan-Borkhar and Southern Mahyar watersheds reached 60 mm per year. Combining ascending and descending data improved accuracy and enabled the separation of vertical and horizontal displacement components. The highest cumulative subsidence was observed in urban and agricultural zones of Isfahan-Borkhar and in clayey sediment areas within Southern Mahyar. Hazard zoning maps indicate that Isfahan-Borkhar and Southern Mahyar watersheds have the largest areas classified as high-risk. Other watersheds predominantly exhibit moderate to low-hazard zones. The maps demonstrate a strong correlation between severe subsidence and land use (urban and agricultural areas) as well as geological features. Future research should focus on continuous monitoring and the development of predictive subsidence models to address this issue effectively.
Ehsan Fathi; MohammadReza Ekhtesasi; Ali Talebi; jamal mosaffaie
Abstract
Introduction and Objective: Understanding the damages and their causes in watersheds is a fundamental and essential step in watershed management, setting the stage for identifying suitable solutions and implementing targeted actions in these areas. The objective of this study is to explore management ...
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Introduction and Objective: Understanding the damages and their causes in watersheds is a fundamental and essential step in watershed management, setting the stage for identifying suitable solutions and implementing targeted actions in these areas. The objective of this study is to explore management responses to improve the health of the watershed using the DPSIR approach.Materials and Methods: To this end, factors associated with each component of the DPSIR framework were initially identified through library research, resource review, and field visits to the watershed. A survey was conducted with 20 experts and 20 watershed residents based on the Likert scale, and then the Friedman test was used to prioritize the items from the perspective of experts and residents.Findings: According to the results, five driving forces in the watershed have created 34 pressures on watershed resources, which in turn have led to 11 unfavorable conditions in the watershed. These conditions have also resulted in 20 unintended impacts. Additionally, 32 management responses were proposed to improve the current situation. A matrix of relationships among the factors for each main component of the DPSIR framework and their prioritization from the viewpoints of both groups, experts and stakeholders, was conducted. The results showed a match of 40% among the top priorities, with a 50% match for driving forces, 69% for pressures, 80% for state, 75% for impact, and 84% for response.Discussion and Conclusion: The findings of this study indicate that the DPSIR approach serves as an effective framework for analyzing the causes and consequences of environmental and watershed resource issues. By identifying the root causes of problems, it provides appropriate management responses, enabling decision-makers and planners to develop comprehensive watershed management programs.
Asma Badameh; Mahmood Azari; Ali Golkarian
Abstract
Hydrological processes, as part of ecosystem services in drylands, are crucial for effective management and decision-making to preserve ecosystems. Quantitative assessment of ecosystem services is essential for defining various management strategies. Therefore, the objective of this study is to Spatial ...
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Hydrological processes, as part of ecosystem services in drylands, are crucial for effective management and decision-making to preserve ecosystems. Quantitative assessment of ecosystem services is essential for defining various management strategies. Therefore, the objective of this study is to Spatial assessment and analysis of hydrological ecosystem services in the Neyshabur watershed. To this end, the InVEST model was used to determine the quick flow, water yield, erosion, and soil retention in the Neyshabur watershed. The model was calibrated and validated using precipitation, maximum, and minimum temperature data for the periods 1982-1989 and 1990-1993. Then, the monthly precipitation, minimum temperature, and maximum temperature maps were input into the model and executed. The results showed that quick flow is mainly influenced by precipitation. The average annual quick flow and water yield were 34.3 mm and 43.3 mm, respectively. The highest values of quick flow and water yield were observed in Sub-basin 1, while the lowest values were found in Sub-basins 4 and 5. In terms of water yield, these differences were mainly due to climatic conditions and land use types. Soil retention was higher than erosion in all sub-basins. Sub-basin 3, with the highest soil retention, has a greater potential for preventing erosion, while Sub-basin 4 has a lower potential. Forest, shrubland, and scrubland land uses have the greatest ability for soil retention. The findings indicate that Sub-basin 1 requires more precise management to prevent floods and optimize water storage, while forest cover protection is essential for maintaining soil retention services.
Maryam AriaSadr; Dariush Rahimi; Mehran Zand; Hadi Amiri
Abstract
Water quality is an important indicator of health. Determining water quality requires expensive tests. In this research, Support Vector Machine (SVM) and Classification And Regression Tree (CART) algorithms have been evaluated. To calibrate the techniques, 321 test samples of physical-chemical elements ...
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Water quality is an important indicator of health. Determining water quality requires expensive tests. In this research, Support Vector Machine (SVM) and Classification And Regression Tree (CART) algorithms have been evaluated. To calibrate the techniques, 321 test samples of physical-chemical elements of Cham Anjir station (1969-2021) were used. According to the results of the correlation matrix, Total Hardness (TH) in water and Total Dissolved Solids (TDS) in water were selected to evaluate and select the optimal model. The results of the trend test showed that the concentration of both indicators has increased since 1985. The evaluation indicators of the SVM, showed that the best results of the SVM were obtained in the KernalLinear model and in the CHAID method (CART) algorithm at the 95% combination threshold. 10 rules were presented for estimating TDS, and 119 rules for estimating TH . The Validation of SVM and CART algorithms of observational and estimated data showed that MSE, MAE, R2 coefficients are not different in both SVM and CART models. But the estimations of TH in water and TDS. The amount of RMSE in SVM was less than 10%. Therefore, the SVM obtained better results compared to the CART for estimated data.
Mahmoudreza Tabatabaei; Amin Salehpour Jam; Jamal Mosaffaie
Abstract
In watershed areas, monitoring and assessing erosion and sedimentation processes are crucial, as these processes directly impact the quality and quantity of water resources. The design and construction of advanced systems, such as a specialized geographic information system for the country’s hydrometric ...
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In watershed areas, monitoring and assessing erosion and sedimentation processes are crucial, as these processes directly impact the quality and quantity of water resources. The design and construction of advanced systems, such as a specialized geographic information system for the country’s hydrometric stations, can significantly enhance watershed management research.This study developed a specialized geographic system for managing and analyzing hydrological data using the C# programming language and open-source spatial libraries. The system uses SQLite as a data storage platform and employs Entity Framework 6 (EF6) and LINQ to facilitate data management and extraction. It can perform various spatial and descriptive queries and analyses, as well as statistical analyses and summaries from sedimentation data.The results can be summarized in two sections: the design and construction of the system, and the statistical analysis of sedimentation data from the Aras basin. The statistical analysis of sedimentation data (26,156 recorded data points until 2017) indicates that at the watershed scale, the average daily suspended sediment discharge is 11,814.95 tons per day, the average suspended sediment concentration is 4,185.68 mg per liter, and the average instantaneous flow discharge is 13.16 cubic meters per second.At the study unit scale, the average maximum and minimum suspended sediment discharge correspond to the Jolfa-Duzal unit (code 1105) with 10,312.33 tons per day and the Qareh Ziyaldin unit (code 1108) with 991.96 tons per day, respectively. Additionally, at the hydrometric station scale, the average maximum and minimum daily suspended sediment discharge correspond to the Jolfa station (code 807-19) with 571,697.82 tons per day and the Naur-Exit Neur station (code 0195-19) with 2.82 tons per day.This research aims to develop a national software infrastructure for managing sedimentation data and flow discharge from the country’s hydrometric stations.
mohammad Rostami
Abstract
To evaluate the scour depth around cylindrical piles of coastal protection structures under wave impact pressure caused by wave breaking, an experimental study was designed. The study aimed to analyze how variations in wave characteristics, including wave height and period, influence scour depth. It ...
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To evaluate the scour depth around cylindrical piles of coastal protection structures under wave impact pressure caused by wave breaking, an experimental study was designed. The study aimed to analyze how variations in wave characteristics, including wave height and period, influence scour depth. It is important to note that this research focuses on breaking waves that directly impact the structure.In this study, a two-dimensional wave channel at the Coastal Engineering Laboratory of the Soil Conservation and Watershed Management Research Institute was used. To create shallow water conditions and ensure wave breaking at the pile location, as well as to assess the resulting scour depth, a sloped surface and a sediment reservoir were constructed in the middle section of the main channel. The sediment reservoir, with a depth of 0.35 meters, was installed upstream of the metal sloped surface and filled with sand sediments. A polycarbonate cylindrical pile was positioned at the center of the sediment reservoir.The wave channel was filled with water to depths ranging from 0.4 to 0.5 meters, and waves of varying heights and periods were generated using a wave paddle system. Through trial and error, the exact wave breaking location and the pile’s position relative to it were identified. A total of 34 experiments were conducted under initial water depths ranging from 0.4 to 0.5 meters. Wave heights varied between 0.05 to 0.14 meters, and wave periods ranged from 2 to 7 seconds. After each experiment, scour depth at the pile location was captured and measured using imaging techniques.The findings of this study revealed that wave breaking resulted in a 2.37-fold increase in scour depth and erosion compared to the passage of a regular wave near a cylindrical pile structure.Therefore, marine structure designers must carefully consider this issue.
Rouhangiz Akhtari; Hamidreza Hajipoor; Mojtaba Saneie; Mohammadreza Gharibreza
Abstract
This study experimentally evaluates the performance of individual check dams in mitigating flood peaks using a 1:10 scale physical model of Sijan stream, testing 90 scenarios under controlled laboratory conditions. The research systematically examines how stream characteristics (number of check dams ...
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This study experimentally evaluates the performance of individual check dams in mitigating flood peaks using a 1:10 scale physical model of Sijan stream, testing 90 scenarios under controlled laboratory conditions. The research systematically examines how stream characteristics (number of check dams and their sediment conditions) and inflow parameters (peak discharge and hydrograph time base) influence flood control effectiveness. Results demonstrate that check dams reduce peak discharge by 5-16% and increase time lag to peak by 17-21%, with performance highly dependent on flood magnitude and duration. For floods with return periods increasing from 2 to 10 years, the peak reduction efficiency decreases from 16% to 5%, revealing structural limitations against higher energy flows. The hydrograph time base emerges as a critical factor - when exceeding the watershed's time of concentration, peak mitigation drops from 17% to 5% and time lag decreases from 35% to 8%, indicating reduced effectiveness for prolonged flood events. These trends are attributed to flow dynamics: larger floods overwhelm structural resistance, while extended durations lead to control saturation and steady flow dominance. The study develops three robust empirical relationships (R² = 0.81-0.92) through dimensional analysis to quantify check dam impacts on hydrograph modification, providing practical tools for watershed management. However, the derived equations require site-specific calibration for application beyond the Sijan stream due to their dependence on local channel geometry and roughness characteristics. These findings offer valuable insights for designing check dam systems, highlighting their conditional effectiveness and the importance of considering both flood magnitude and duration in watershed management strategies. The research contributes to improved flood control planning by quantifying performance limitations under varying hydrological conditions.