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بررسی راهکارهای مدیریتی جهت رفع چالشهای بین تامین آب کشاورزی و حقابۀ زیست محیطی تالاب در شرایط مختلف آب و هوایی (مطالعه موردی: حوضۀ آبریز تالاب امیرکلایه) | ||
اکوهیدرولوژی | ||
دوره 9، شماره 4، دی 1401، صفحه 733-750 اصل مقاله (1.22 M) | ||
نوع مقاله: پژوهشی | ||
شناسه دیجیتال (DOI): 10.22059/ije.2022.342871.1638 | ||
نویسندگان | ||
هادی مدبری* 1؛ مرتضی کریمی2؛ بابک رازدار2 | ||
1استادیار گروه پژوهشی پایش منابع آب، پژوهشکدۀ محیط زیست جهاد دانشگاهی، رشت، ایران | ||
2پژوهشگر گروه پژوهشی پایش منابع آب، پژوهشکدۀ محیط زیست جهاد دانشگاهی، رشت، ایران | ||
چکیده | ||
در این پژوهش نیاز آبی زیستمحیطی تالاب امیرکلایه در سه سناریوی خشکسالی، نرمال و ترسالی با هدف رسیدن به شرایط حداقل، قابل قبول و مطلوب برآورد شد. برای انجام این کار، ابتدا تعیین طبقات خشکسالی در سالهای مختلف براساس شاخص SPI محاسبه شد. در مرحلۀ بعد، مقادیر کمبود آب تالاب با شبیهسازی دورۀ آماری بلندمدت معادلۀ بیلان، منابع آب در دسترس و تطبیق آن با شرایط اکولوژیکی هدفگذاری شده، در جهت تأمین نیاز آبی تالاب امیرکلایه در سناریوهای مختلف به دست آمد. نتایج نشان داد در ششماهۀ اول سال آبی و در شرایط خشکسالی با تأمین حدود 62/0 میلیون مترمکعب کمبود آب، نیاز آبی برای شرایط اکولوژیکی حداقل تأمین خواهد شد در صورتی که در شرایط نرمال و ترسالی کمبود آبی وجود نخواهد داشت. در حالی که در ششماهۀ دوم سال آبی و در شرایط خشکسالی نرمال و ترسالی بهترتیب به مقدار 65/3، 54/3 و 68/2 میلیون مترمکعب، تیرماه به عنوان بحرانیترین ماه، تالاب با کمبود آب مواجه است. با بررسی آبدهی نهر سیدعلی اکبری نتیجه شد که فقط در ششماهۀ اول سال آبی میتوان از این منبع برای تأمین آب تالاب استفاده کرد. حجم آب قابل برداشت از این نهر حدود 7/4 میلیون مترمکعب برآورد شد. همچنین، در شرایط نرمال و ترسالی نیز میتوان با افزایش ظرفیت ذخیرۀ مخزن تالاب مقدار 5/1 میلیون مترمکعب آب را ذخیره کرد و از طریق افزایش راندمان حدود 55/0 میلیون مترمکعب در مصرف آب صرفهجویی کرد. | ||
کلیدواژهها | ||
نیاز آبی زیستمحیطی؛ معادلۀ بیلان؛ شاخص SPI؛ تالاب امیرکلایه | ||
عنوان مقاله [English] | ||
Investigation of Management Strategies for Challenges of Agricultural Water Supply and Environmental Water Right (Case study: Amirkalayeh wetland catchment) | ||
نویسندگان [English] | ||
Hadi Modaberi1؛ Morteza Karimi2؛ Babak Razdar2 | ||
1Assistant Professor, Environmental Research Institute of Academic Center for Education, Culture and Research, Rasht, Iran | ||
2Researcher, Environmental Research Institute of Academic Center for Education, Culture and Research, Rasht, Iran | ||
چکیده [English] | ||
In this study, the estimation of the environmental water requirement of the Amirkelayeh wetland has been investigated to achieve the desired and acceptable conditions in at least three scenarios of wet, normal, and drought conditions. To aim this purpose, first, the determination of drought classes in different years was calculated based on the SPI index. In the next step, the water shortage values of the wetland to meet the water needs of the Amirkelayeh wetland are obtained using the simulation results of the long-term statistical period of the balance equation, available water resources, and its adaptation to the targeted ecological conditions in different scenarios. The results show that in the first half of the wet year and in drought conditions, the water requirement at the minimum ecological conditions will be met by supplying around 0.62 million cubic meters of water, while in normal and wet conditions, there will be no water shortage, while in the second half of the water year and in normal and wet drought conditions, water demand will reach 3.65, 3.54, and 2.68 million cubic meters, respectively. It is considered that the most critical condition of water shortage in the wetland will happen in July. Furthermore, the volume of water that could be extracted from Seyed Ali Akbari creek was estimated at 4.7 million cubic meters. Regarding the flow of this creek, it was concluded that only in the first half of the water year can this source be used to supply the wetland’s water required. In addition, by increasing the storage capacity of the wetland reservoir in normal and wet conditions, 1.5 million cubic meters of water can be stored and if the efficiency rises, around 0.55 million cubic meters of water consumption can be saved. | ||
کلیدواژهها [English] | ||
Environmental water requirement, Balance equation, SPI index, Amirkalayeh wetland | ||
مراجع | ||
[1]. Iwanaga T, Partington D, Ticehurst J, Croke B. F. W, Jakeman A. J. A socio-environmental model for exploring sustainable water management futures: Participatory and collaborative modelling in the Lower Campaspe catchment. Journal of Hydrology. Regional Studies. 2020;28:)100669(.
[2]. Ramsar Sheet. Water allocation and management. Ramsar handbooks for the wise use of wetlands, 4th edition, vol. 10. Ramsar convention secretariat, Gland, Switzerland. 2012. www.Ramsar.org.
[3]. Gibbs MS, Clarke K, Taylor B. Linking spatial inundation indicators andhydrological modelling to improve assessment of inundation extent. Ecological Indicators. 2016; 60: 1298-1308.
[4]. Conservation of Iranian Wetlands Project. Guide and Stylebook to Calculate a Wetlands Water Requirements. Golden Publication; 2013. [Persian]
[5]. Modaberi H, Shokoohi, A. Determining Anzali Wetland Environmental Water Requirement Using Eco-Hydrologic Methods. Iran-Water Resources Research. 2019;15(3):91-104. [Persian]
[6]. Modaberi H, Shokoohi A. Evaluating the Effects of Reducing Environmental Water Requirement of Anzali Wetland on its Ecological Services in an IWRM Framework. Journal of Ecohydrology. 2020;7(2):481-496. [Persian]
[7]. Jorda-capdevila D, Rodriguez-Labajos B. Bardina M. An integrative modelling approach for linking environmental flow management, ecosystem service provision and inter-stakeholder conflict. Journal of Environmental Modelling and Software. 2016;79:22-34.
[8]. Jonch Clausen T. Integrated Water Resource Management and Water Efficiency Plans by 2005. Why, What and How? TAC Background Paper No. 10. Global Water Partnership, Stockholm. 2004.
[9]. Christopher J. C, Bond C. J, and Xiqin W. An Asset-based, Holistic, Environmental Flows Assessment Approach’. International journal of water resources development. 2009;301-330.
[10]. Modaberi H, Shokoohi A. Determining Water requirement of Anzali Wetland based on Eco-Tourism Indices within the Framework of IWRM. Iranian Journal of Soil and Water Research (IJSWR). 2020;51(10):2501-2517. [Persian]
[11]. Karimi M, Modaberi H. Determining the environmental water requirement of Boujagh wetland and providing appropriate solutions to supply it in different climatic conditions. Journal of Wetland Ecobiology. Islamic Azad University, Ahvaz branch. 2014;6(2):55-66. [Persian]
[12]. Modaberi H, Shokoohi A. Determining the Environmental Water Needs of Amirkalayeh Wetland Based on a Holistic Approach Regarding Contradiction between the Water Use for Agriculture and Wetland Conservation. Iran-Water Resources Research. 2019;16(3):284-307. [Persian]
[13]. Vinten A, Kuhfussa L, Shortalla O, Stockana J, Ibiyemi A, Pohlea I, Gabriel M, Gunn I, May L. Water for all: Towards an integrated approach to wetland conservation and flood risk reduction in a lowland catchment in Scotland. Journal of Environmental Management. 2019;246:881-896.
[14]. Meng B, Liu J, Bao K, Sun B. Water fluxes of Nenjiang River Basin with ecological network analysis: Conflict and coordination between agricultural development and wetland restoration. Journal of Cleaner Production. 2019;213:933-943.
[15]. Ashoori A, Abdoos A. Important wetland habitats for the waterbirds of Gilan, Iran. Katibeh Gilan; 2013. [Persian]
[16]. Modabberi H, Shokoohi A. Determining Anzali Wetland Environmental Water Requirement Using Eco-Hydrologic Methods. Iran-Water Resources Research. 2019;15(3):91-104. [Persian]
[17]. Adeli M, Mohammadi Z. Calibration and Evaluation of SCS Method for Estimating Flood Runoff in Pasekohak Watershed. Journal of Irrigation Sciences and Engineering. 2019;42(3):1-15. [Persian]
[18]. Regional Water Company of Iran. Guilan Province Water Development Document Review Plan. 2017. [Persian]
[19]. Ketabchi H, Mahmoodzadeh D, Farhoudi R. Estimation of wetland-aquifer exchanges (Case Study: Kaniborazan wetland). Journal of Ecohydrology. 2018;4(3):699-709. [Persian]
[20]. Karimi M, Mohammad V. S. J, Mazaheri M. Evaluating The Hydrodynamic and Morphology of Sefidroud River Delta Using 2D Simulation and Remote Sensing Data. Journal of Oceanography. 2018;9(33):1-12. [Persian]
[21]. Sefidrood Consulting Engineers. Studies to determine the bed and boundary of Amirkalayeh wetland. 2018. [Persian]
[22]. Environmental Institute of Academic Center for Education, Culture and Research. Environmental water requirement studies of Bojagh and Amirkalayeh wetlands. 2018.
[23]. Allen R, Pereira S, Raes D, Martın M. Crop evapotranspiration. Guidelines for Computing Crop Water Requirements, FAO Irrigation and Drainage Paper 56, FAO. 1998.
[24]. Modaberi H, Shokoohi A. Evaluation of the Effects of Exploitation of Sefidrood Irrigation and Drainage Network on the Life of Anzali Wetland. Iranian Journal of Irrigation and Drainage. 2020;6(14):1939-1953. [Persian]
[25]. Foladi M, Najafabadi R. Rezai M, Moslemi H. Development of management strategies for protection and rehabilitation of Jazmourian lagoon using the VIKOR multi-criteria decision model. Iranian Journal of Geographical Research on Desert Area. 2021;8(2):107-135. [Persian] | ||
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