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استفاده الگوریتم تکامل تفاضلی در بهینه سازی و مدل سازی تلفیقی هیدرولیک و منابع آب (مورد مطالعاتی: فلات مرکزی ایران) | ||
| تحقیقات مهندسی سازه های آبیاری و زهکشی | ||
| مقاله 3، دوره 19، شماره 70، خرداد 1397، صفحه 17-34 اصل مقاله (814.84 K) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22092/aridse.2017.106751.1102 | ||
| نویسندگان | ||
| رامین منصوری1، 2؛ حسن ترابی پوده* 3؛ حجت الله یونسی4؛ امیرحمزه حقی ابی3 | ||
| 1دانش آموخته دکتری سازه‌های آبی، دانشگاه لرستان | ||
| 2استادیار گروه عمران دانشگاه آزاد واحد سیرجان | ||
| 3دانشیار گروه مهندسی آب دانشگاه لرستان | ||
| 4استادیار گروه مهندسی آب دانشگاه لرستان | ||
| چکیده | ||
| پراکنش منابع آب و بارندگی‌ها در سطح کشور متناسب نیستند، از این رو انتقال بین‌حوضه‌ای آب در قالب طرح‌های آبی برای جمع‌آوری، انتقال و ایجاد کیفیت مناسب برای توسعۀ موزون فعالیت‌های انسانی لازم است. این نوع طرح‌ها با توجه به مخزن بالادست و تونل انتقال آب به پایین‌دست شرایطی ترکیبی از مسائل هیدرولوژیکی (تراز آب مخزن) و هیدرولیکی (هیدرولیک لوله یا تونل انتقال) را در خود جای داده است. به همین دلیل، تحلیل و بررسی این مسایل برای به‌دست آوردن شرایط مورد نظر باید همزمان صورت گیرد. در این تحقیق، چهار سد (یلان، پشندگان، گوکان و زاینده‌رود) و سه تونل برای انتقال آب از سد یلان به سد زاینده رود در نظر گرفته شده است. برای مدل‌سازی و بهینه‌سازی این مطالعه، همزمان دو الگوریتم با یکدیگر و با نرم‌افزار EPANET به-صورت دینامیکی ارتباط دارند و مدل منابع آب، هیدرولیک و الگوریتم تکامل تفاضلی را حل می‌کند. از آنجا که انتقال آب در تونل‌ها به‌صورت تحت فشار است و کل مطالعه برای راندمان انتقال آب 95 درصد تعریف شده است، با افزایش ارتفاع هریک از سدها لازم است قطر تونل انتقال کاهش یابد تا بتواند راندمان مذکور را داشته باشد. نتایج تحقیق نشان می‌دهد که الگوریتم تکامل تفاضلی در حالتی که ضریب مقیاس و ضریب احتمال ترکیب (F و Cr) برابر 5/0 و 5/0 و جمعیت اولیه 1000 عضوی و نسل 1500تایی است بهترین جواب را از نظر هزینه ارائه می‌دهد. هزینۀ بهینۀ ارائه شده با الگوریتم تکامل تفاضلی برای راندمان انتقال 95 درصد برابر 5/14014 میلیارد ریال است. | ||
| کلیدواژه‌ها | ||
| انتقال آب؛ بهینه سازی؛ مدل سازی؛ الگوریتم تکامل تفاضلی؛ منابع آب | ||
| عنوان مقاله [English] | ||
| Using Differential Evolution Algorithm for Optimizing and Modeling of Integrated Hydraulic and Water Resources (Case Study: The Central Plateau of Iran) | ||
| نویسندگان [English] | ||
| Ramin mansouri1، 2؛ hasan torabi3؛ | ||
| 1Phd Student , Lorestan University, KhoramAbad, Iran and Faculty Member of Civil Department, Islamic Azad University, Sirjan Branch | ||
| 2Phd Student , Lorestan University, KhoramAbad, Iran and Faculty Member of Civil Department, Islamic Azad University, Sirjan Branch | ||
| 3Water Engineering Department-Lorestan University, KhoramAbad | ||
| چکیده [English] | ||
| Since the distribution of water resources and rainfall in the country is not proportionate. Inter-basin water transfer in the form of water projects for the collection, transmission and creation of appropriate quality for development of human activity is necessary. On the other hand, this type of plan according to the upstream reservoir and downstream water transfer tunnel has combination of problems hydrology (water level of the reservoir) and hydraulic (hydraulic pipe or tunnel). The hydrology and hydraulic analysis to obtain the desired conditions should be simultaneous. In this studied four dams (Yalan, Pashanedegan, Gokan and Zayanehroud) and three tunnels to transfer water from the Yalan dam to Pashandegan dam have been used. In order to simulate and optimize this project, two algorithms associated with each other and connected to EPANET dynamically for solving water resources and hydraulic model and differential evolution algorithm. Since the water in the tunnels is under pressure for the entire study for water transfer efficiency of 95 percent is defined, by increasing the height of each of the dams should reduce the tunnel diameter. The results showed that weighting factor of 0.5 and crossover constant of 0.5 and population and generation of 1000 and 1500 respectively has provided an optimal solution in DE algorithm. Optimal cost by 95% transfer efficiency is equal to 14014.5 Billion riyals. | ||
| کلیدواژه‌ها [English] | ||
| Differential Evolution Algorithm, Hydraulic, optimization, simulation, Water resources, Water Transfer | ||
| مراجع | ||
|
Alimoahammadi, R. 2012. Inter-basin water transfer and provide solutions. National Conference on
Azeri, M., Honest, H. R. and Telvari, A. F. 2006. The integration of HEC-HMS and HEC-RAS models to simulate flood in GIS (case study: Jagharq basin). The First National Conference on Engineering of Dry Rivers. Mashhad. Iran. (in Persian)
Babu, B. V. and Angira, R. 2003. Optimization of water pumping system using differential evolution strategies. Proceedings of the Second International Conference on Computational Intelligence, Robotics and Autonomous Systems (CIRAS). Singapore.
Bani-Hashemi, D. A., Saghafian, B., Abbas, A. A., Fatehi-Merj, A. and Mafi, Sh. 2001. Developed a general model simulating the hydrological and hydraulic Flood spreading. Research Report. Soil Conservation and Watershed Management Research Center. (in Persian)
Cole, D. and Carver, W. B. 2011. Inter-basin transfers of water. Georgia Water Resources Conference. April 11-13. University of Georgia.
Condona, L. E. and Maxwell, R. M. 2013. Implementation of a linear optimization water allocation algorithm into a fully integrated physical hydrology model. Adv. Water Resour. 60, 135-147.
De Hoo, A., Odijk, M., Koster, E. and Lucieer, A. 2001. Assessing the effects of land use changes on floods in the Meuse and Oder catchments. Phys. Chem. Earth (B). 26(7-8): 593-599.
Emami, A. 2004. The challenge for water basin to basin, inter-basin water transfer proceedings and its role in sustainable development. Power and Water University of Technology. (in Persian)
Godratnama, Gh. 2004. Transfer area to water, measures and policies, Inter-basin water transfer proceedings and its role in sustainable development. Power and Water University of Technology.
Karamoz, M., Araghinezhad, Sh. and Ahamadi, A. 2004. Inter-basin water transfer: a national necessity in terms of economic and environmental audits, inter-basin water transfer proceedings and its role in sustainable development. Power and Water University of Technology. (in Persian)
Mansouri, R. 2016. Optimization of hydraulic-hydrologic complex system of reservoirs and connecting tunnel. Ph. D. Thesis. Lorestan University. Iran. (in Persian)
Mansouri, R., Torabi, H. and Mirshahi, D. 2014. Differential evolution algorithm (DE) to estimate the coefficients of uniformity of water distribution in sprinkler irrigation. Sci. J. Pure Appl. Sci. 5(2):
Mansouri, R. and Torabi, H. 2015. Using differential evolution algorithm (DE) to optimize water distribution system (case study: Esmaeilabad pressurized irrigation network). Water Soil Sci. J.
Mansouri, R., Torabi, H., Hoseini, M. and Morshedzadeh, H. 2015. Optimization of the water distribution networks with differential evolution (DE) and mixed integer linear programming (MILP). J. Water Resour. Protect. 7, 715-729.
Mansouri, R., Torabi-Pudeh, H., Haghiabi, A. H. and Yonesi, H. A. 2016. Optimization and simulation of integrated hydraulic and water resources by using developed dynamic programming (case study: Central Plateau in Iran). Iran-Water Resources Research. (in Persian)
Mokhtarporiyani, S. B. 2010. Achievements in the implementation of water conveyance tunnel Goshan value engineering. Fourth National Conference on Value Engineering. (in Persian)
Mutiga, J. K., Mavengano, S. T., Zhongbo, S., Woldai, T. and Becht, R. 2010. Water allocation as a planning tool to minimise water use conflicts in the upper Ewaso Ng’iro north basin, Kenya. Water Resour. Manage. 24, 3939-3959.
Pereira, L. S., Cordery, I. and Iacovides, I. 2002. Copying with water scarcity. International hydrological Programme. UNESCO. Paris.
Radwan, A. 1999. Flood analysis and mitigation for area in Jordan. J. Water Resour. Manage. 125(3): 170-177.
Razmjo, M. Gh. 2010. Study the problems water transfer project Simindasht to Garmsar and advice. The Second National Seminar on Geotechnical Problems of Irrigation and Drainage Networks. Karaj. Iran. (in Persian)
Sadegh, M., Mahjouri, N. and Kerachian, R. 2010. Optimal inter-basin water allocation using crisp and fuzzy Shapley games. Water Resour. Manage. 24(10): 2291-2310.
Saeidiniya, M., Samadi-Boroujeni, H. and Fatah, R. 2008. Study of inter-basin water transfer projects by using WEAP (case study: tunnel Beheshtabad). J. Water Res. 2(3): 33-44. (in Persian)
Simpson, L. D. 1995. Transbasin diversion, the United States experience. Water Resources Management Consultant, World Bank.
Storn, R. and Price, K. 1995. Differential evolution-a simple and efficient adaptive scheme for global optimization over continuous spaces. Technical Report, International Computer Science Institute. Berkeley, CA.
Storn, R. and Price, K. 1997. Differential evolution - a simple and efficient heuristic for global optimization over continuous spaces. J. Global Optim. 11, 341-359.
Suribabu, C. R. 2010. Differential evolution algorithm for optimal design of water distribution networks. J. Hydroinformatic. 12(1): 66-82.
Torabi-Poudeh, H., Mansouri, R., Haghiabi, A. H. and Yonesi, H. A. 2016. Optimization of hydraulic-hydrologic complex system of reservoirs and connecting tunnel. Water Resour. Manage. 30, 5177-5191. doi: 10.1007/s11269-016-1477-5.
Vasan, A. and Raju, K. 2007. Application of differential evolution for irrigation planning: an Indian case study. Water Res. Manage. 21(8): 1393-1407.
Wang, L., Fang, L. and Hipel, K. W. 2007. Mathematical programming approaches for modeling water rights allocation. J. Water Resour. Plan. Manage. 133(1): 50-59.
Wang, L., Fang, L. and Hipel, K. W. 2008. Basin-wide cooperative water resources allocation. Eur J. Oper. Res. 190(3): 798-817.
White, G. 1977. Comparative Analysis of Complex River Development. In: White, G. (Ed.) Environmental Effect of Complex River Development. West View Press. Boulder, Colorado.
Wolf, A. 2001. Transboundary waters: sharing benefits, lessons learned. Thematic Background Paper. International Conference on Freshwater. Bonn.
Zarabi, A., Halebian, A. H. and Shabankari, M. 2010. Inter-basin water transfer planning of Karun River to Zayandehroud. Res. J. Isfahan Uni. 22(1): 67-84. (in Persian)
Zhu, X., Zhang, C., Yin, J., Zhou, H. and Jiang, Y. 2013. Optimization of water diversion based on reservoir operating rules: analysis of the Biliu river reservoir, China. J. Hydrol. Eng. 19(2): 411-421. | ||
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