ارزیابی عملکرد بهره‌برداری از سدهای حوضه آبریز ارومیه با رویکرد پویایی سیستم‌ها

نویسندگان

دانشگاه تهران

چکیده

در مدیریت جامع منابع آب در سطح حوضه، یکپارچه دیدن سیستم و در نظر گرفتن اندرکنش میان اجزای مختلف آن ضروری است. روش پویایی سیستم، یک ابزار مدیریتی براساس این نگرش است که علاوه بر تشریح سیستم‌های پیچیده‌ی منابع آب براساس واقعیت، امکان دخالت کاربر در توسعه مدل را نیز فراهم می‌آورد. تحقیق حاضر در حوضه آبریز دریاچه ارومیه و با تاکید بر روند افت تراز آب دریاچه ارومیه انجام گرفته است. در پژوهش حاضر، تلاش شد تا رفتار تراز آب دریاچه تحت تاثیر طرح‌های سازه‌ای در حوضه بررسی شود. بدین‌منظور مدل مفهومی سیستم منابع آب حوضه با در نظر گرفتن متغیرهای مؤثر بر معادله بیلان آبی سدها جهت برآورد مقادیر سرریز از سدها و جریان زیست‌محیطی ورودی به دریاچه در محیط مدل Vensim شبیه‌سازی شد. پس از اعتبارسنجی مدل، با طراحی دو سناریو، اثر هر یک از طرح‌های سازه‌ای و هم‌چنین الگوی نیاز آبی تامین شده از هفت زیرحوضه‌ی اصلی بررسی شد. نتایج نشان داد که طرح‌های سازه‌ای در سطح حوضه 42 درصد از جریان ورودی به دریاچه را کاهش داده‌اند که از این میزان حدود 26 % مربوط به بهره‌برداری از هفت سد اصلی است و 16 % در ارتباط با توسعه کشاورزی و افزایش بهره‌برداری از نیاز آبی در حوضه بوده است. 

کلیدواژه‌ها


عنوان مقاله [English]

Assessment of performance of Urmia basin dams using system dynamic approach

نویسندگان [English]

  • Ghasem Azizi
  • Faezeh Abbasi
  • Sara Nazif
چکیده [English]

Introduction
During the last half-past month, the population of the Urmia catchment area has increased 10 times, which has been accompanied by the development of agricultural land in the region and a change in the pattern of water consumption, which increased water use in agriculture from 1.8 to 5.5 million cubic meters. Considering the importance of studying dams of the basin as one of the most important factors in water resource management and planning, using this dynamic approach, the effects of various scenarios on lake water level changes, focusing on the activity of 7 main dams, and the need pattern analysis, especially in the agricultural sector, has been studied.
Materials and Methods
Since a catchment area system is large, dynamic and complex with natural and human components therefor it is very important to simulate such a system that can illustrate the complexities and interactions of variables. Considering these factors, the dynamic approach of the systems was chosen to model the surface water flow into the lake of Urmia. In the modeling of surface water subsystem, 7 exploited dams (Bukan, Mahabad, Alawian, Ghalechay, Shahrchay, Zola and Nahand) were selected on the main rivers and have the largest share in basin water regulation. The variables affecting the equation of the water bill of dams are: inflow and precipitation entering the dam, evaporation from the dam reservoir, regulating dams for drinking need, industrial, agricultural and environmental needs, the amount of overflow from dams, initial volumes and maximum and minimum volumes. Also, variables such as precipitation, evaporation, and inflow for model implementation, after collection, defects and production of time series with monthly steps for 15 years (1999- 2014) were introduced to the model and for other components such as the amount of overflow Of the dams, the regulated water level and the water requirement of each dams and the total supply of water from agricultural, drinking, industrial and environmental sectors, the conditional formula IF THEN ELSE was written.
Discussion and Results
The implementation of the first scenario showed that with the use of dams, the amount of runoff entering the lake decreased from 263.68 to 97.7 million cubic meters. In order to investigate the role of agricultural development in the catchment area, which was accompanied by a change in the pattern of the need for water from dams to be exploited, the second scenario was formed to give an accurate contribution to the use of dams as well as the role of developed plans at the basin level in reducing the flow of entrances to the lake was specified. To investigate the need for water in the basin, in this scenario was assumed that if operation of the seven main dam basins was exploited with an unchanged pattern of water demand, what will happen in the inflow to the lake and the water level of the lake with the changes. The results indicate an increase in the average monthly inflow into the lake from 65.53 to 96.88 million cubic meters, which will increase the flow of 16% during the entrance to the lake. In other words, the 42% reduction in inflow was based on the results of the first scenario, 16% of which was related to the increase in the need for water and the utilization of these seven dams had a share equivalent to 26% in the reduction of surface flow.
Conclusions
In this study, the role of dams and development of water plans in the catchment area of Lake Urmia with the dynamics of systems was studied and it was determined that 26 and 16 percent of the changes in lake level are explained respectively by these two factors.

کلیدواژه‌ها [English]

  • System dynamic
  • Urmia Lake
  • Structure projects
  • VENSIM Model
  • Water requirements
Abadi, L. S. K. Shamsai, A. & Goharnejad, H. (2014). An analysis of the sustainability of basin water resources using Vensim model, KSCE Journal of Civil Engineering, pp 1-9. Coe, M. T. & Foley, J. A. (2001). Human and natural impacts on the water resources of the Lake Chad basin. Journal of geophysical research, 106 (D4), pp 3349-3356. Duran-Encalada, J. A., Paucar-Caceres, A., Bandala, E. R., & Wright, G. H. (2017). The impact of global climate change on water quantity and quality: A system dynamics approach to the US–Mexican transborder region. European Journal of Operational Research, Volume 256(2), pp 567-581. Elmahdi, A. Malano, H. & Khan, S. (2004). A system dynamic approach and irrigation demand management Modelling. EERE 2004 Environmental Engineering Research Event 6-9 December 2004, Wollongong, NSW. ELMAHDI, A. Malano, H. & Khan, S. (2006). Using a system dynamics approach to model sustainability indicators for irrigation systems in Australia. Natural Resource Modeling, Volume 19(4), pp 465-481. Gies, L. (2013). Drought policy development and assessment in East Africa using hydrologic and system dynamics modeling (Doctoral dissertation, Purdue Lafayette). Jones, K. & Wesselman, I. Climate Change for South Texas and Water Resource Impacts: A Specific Focus on the Agriculture Sector. Khan, S. Yufeng, L. & Ahmad, A. (2007). System dynamics modeling for wat savings and conjunctive water management. InASIMMOD, Second International Conference on Simulation and Modelling, pp 9-11. Kotir, J. H., Smith, C., Brown, G., Marshall, N., & Johnstone, R. (2016). A system dynamics simulation model for sustainable water resources management and agricultural development in the Volta River Basin, Ghana. Science of the Total Environment, Volume 573, pp 444-457. Sun, Y., Liu, N., Shang, J., & Zhang, J. (2017). Sustainable utilization of water resources in China: A system dynamics model. Journal of Cleaner Production, Volume 142, pp 613-625. Sušnik, J. Vamvakeridou-Lyroudia, L. S. Savić, D. A. & Kapelan, Z. (2012). Integrated System Dynamics Modelling for water scarcity assessment: Case study of the Kairouan region. Science of the Total Environment, Volume 440, pp 290-306. Wang, X. J. Zhang, J. Y. Liu, J. F. Wang, G. Q. He, R. M. Elmahdi, A. & Elsawah, S. (2011). Water resources planning and management based on system dynamics: a case study of Yulin city. Environment, development and sustainability, Volume 13(2), pp 331-351. Wang, X. J. Zhang, J. Y. Ali, M. Shahid, S. He, R. M. Xia, X. H. & Jiang, Z. (2014). Impact of climate change on regional irrigation water demand in Baojixia irrigation district of China. Mitigation and Adaptation Strategies for Global Change, pp 1-15. Wu, G. Li, L. Ahmad, S. Chen, X. & Pan, X. (2013). A dynamic model for vulnerability assessment of regional water resources in arid areas: a case study of Bayingolin China. Water Resources Management, Volume 27(8), pp 3085-3101. Xiao-jun, W. Jian-yun, Z. Shamsuddin, S. Rui-min, H. Xing-hui, X. & Xin-li, M. (2015). Potential impact of climate change on future water demand in Yulin city, Northwest China. Mitigation and Adaptation Strategies for Global Change, Volume 20(1), pp 1-19. Xiao-jun, W. Jian-yun, Z. Elmahdi, A. Rui-min, H. Li-ru, Z. & Feng, C. (2011). Water demand forecasting under changing environment: a System Dynamics approach. IAHS-AISH publication, pp 259-266 Yang, C. C. Chang, L. C. & Ho, C. C. (2008). Application of system dynamics with impact analysis to solve the problem of water shortages in Taiwan. Water resources management, Volume 22(11), pp 1561-1577.