نشریه علمی پژوهشی مهندسی آبیاری و آب ایران

نشریه علمی پژوهشی مهندسی آبیاری و آب ایران

تحلیل پایداری سامانه بهره‌برداری دستی در توزیع آب سطحی در شرایط کم آبی (مطالعه موردی شبکه آبیاری نکوآباد اصفهان)

نوع مقاله : مقاله پژوهشی

نویسندگان
درسا رهپرست
سید مهدی هاشمی شاهدانی
گروه مهندسی آب، دانشکده فناوری کشاورزی (ابوریحان)، دانشکدگان کشاورزی و منابع طبیعی، دانشگاه تهران
10.22125/iwe.2024.442489.1792
چکیده
این مقاله به بررسی عملکرد سامانه بهره‌برداری دستی در توزیع پایدار آب کشاورزی بین آب‌بران واقع در مسیر کانال-های اصلی و فرعی و همچنین تحلیل مکانی متوسط شاخص پایداری در سطح شبکه آبیاری نکوآباد، تحت سناریوهای مختلف کم‌ آبی می‌پردازد. برای تحقق هدف مذکور، از مدل انتگرالی-تاخیری (ID) جهت شبیه‌سازی هیدرولیک جریان در سامانه انتقال و توزیع بهره‌گرفته شد. شرایط مرزی مدل شبیه‌ساز بر اساس تحلیل آمار تاریخی از سامانه تامین آب سطحی در محل بند انحرافی و در قالب هفت سناریوی منتخب شامل شرایط نرمال تا شرایط کم‌آبی ملایم تا حاد انتخاب شد. تحلیل پایداری سامانه بهره‌برداری شامل دو بخش یک) تحلیل زمانی پایداری دبی تحویلی به آبگیرها و محاسبه میانگین روزانه شاخص پایداری توزیع و تحویل آب در محل 162 آبگیر درجه دو و سه، و دو) تحلیل مکانی پراکندگی شاخص پایداری توزیع آب در سطح شبکه در قالب نقشه‌های پهنه‌بندی پایداری توزیع آب تحت هر سناریوی بهره‌برداری بود. نتایج از الگوی غالب و تکرار شوند افزایش میانگین شاخص پایداری توزیع آب از محل منبع به سمت پایین‌دست، در کانال‌های اصلی و در هر سیزده کانال درجه دو بود. دامنه تغییرات میانگین روزانه شاخص پایداری توزیع آب سطحی به ترتیب در سناریوی نرمال تا سناریوهای کم‌آبی 10%>، 10-15%، 15-20%،20-30%، 30-40% و <40% برابر با 16-2%، 30-8%، 31-10%، 9-34%، 9-38%، 9-49%، 58-25% و 61-26% بدست آمد. همچنین نقشه‌های پهنه‌بندی مکانی پایداری توزیع آب حاکی از الگوی واضحی از ناکارآمدی سامانه بهره‌برداری در توزیع پایدار آب سطحی تحت سناریوهای کم‌آبی ارایه کرده و مناطق آسیب‌پذیر شبکه را مشخص نمود.
کلیدواژه‌ها
سامانه توزیع آب
مدیریت کم‌آبی
پهنه‌بندی
ارزیابی فنی
سامانه بهره‌برداری
موضوعات

عنوان مقاله English

Ensuring Reliable Water Distribution in Water Shortages: Analyzing the Dependability of Manual Operation System in NekoAbad Irrigation Network, Isfahan

نویسندگان English

Dorsa Rahparast
SEIED MEHDY HASHEMY SHAHDANY
Dept. of Water Engineering, Faculty of Agricultural Technology (Aburaihan), University College of Agriculture &amp; Natural Resources, University of Tehran, Tehran, Iran
چکیده English

This article examines the effectiveness of the manual system for distributing agricultural water among waterholders situated along the irrigation canals within the NekoAbad Irrigation District. Additionally, it investigates the spatial analysis of the dependability index under various water scarcity scenarios. To achieve the intended objectives, a model known as the integral-delay (ID) model was developed to replicate the hydraulic conditions within the conveyance, distribution, and delivery systems. The boundary conditions for the simulation model were established following an analysis of historical data regarding the surface water supply system at the diversion dam's location. Seven scenarios ranged from normal conditions to mild and severe water scarcity. The operational system's dependability index analysis comprises two principal components: calculating the daily average dependability index for water distribution and delivery at 162 secondary and tertiary off-takes and representing the dependability index distribution through regionalization maps. The findings indicate that applying a dominant and repetitive pattern enhanced the average dependability index for water distribution from the source to the downstream locations, affecting the main and all thirteen secondary canals. The study further analyzed the range of daily-average fluctuations in the dependability index of surface water distribution across various scenarios, including normal conditions, water shortages exceeding 10%, within the ranges of 10-15%, 15-20%, 20-30%, 30-40%, and below 40%. The results demonstrated fluctuations ranging from -16.2% to 26.61%. The spatial zoning maps revealed inefficiencies within the operational system's sustainable distribution of surface water during periods of scarcity and identified areas within the network that are particularly vulnerable.

کلیدواژه‌ها English

Water Distribution system
Water Scarcity Management
Regionalization
Technical Evaluation
Operational System
 
Afrasiabikia, P., Parvaresh Rizi, A., Javan, M., & (2017). Scenarios for improvement of water distribution in Doroodzan irrigation network based on hydraulic simulation. Computers and Electronics in Agriculture, 135, 312-320.
Akkuzu, E., Ünal, H. B., Karataş, B. S., & (2007). Determination of water conveyance loss in the Menemen open canal irrigation network. Turkish Journal of Agriculture and Forestry, 31(1), 11-22.
Daneshfaraz, R., Norouzi, R., Abbaszadeh, H., & Azamathulla, H. M. (2022). Theoretical and experimental analysis of applicability of sill with different widths on the gate discharge coefficients. Water Supply, 22(10), 7767-7781.
Dejen, Z. A. (2015). Hydraulic and operational performance of irrigation schemes in view of water saving and sustainability: sugar estates and community managed schemes In Ethiopia. Wageningen University and Research.
Fipps, G. (2000). Potential water savings in irrigated agriculture for the Rio Grande Planning Region (Region M). Texas Cooperative Extension, Texas A&M University System.
Ghumman, A., Ahmad, S., Rahman, S., & Khan, Z. (2018). Investigating management of irrigation water in the upstream control system of the upper swat canal. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 42, 153-164.
Isapoor, S., Montazar, A., Van Overloop, P., & Van De Giesen, N. (2011). Designing and evaluating control systems of the Dez main canal. Irrigation and Drainage, 60(1), 70-79.
Jadhav, P., Thokal, R., Mane, M., Bhange, H., & Kale, S. (2014). improving conveyance efficiency through canal lining in command area: A Case Study. International Journal of Engineering Innovation & Research, 3(6), 820-826.
Kaghazchi, A., Shahdany, S. M. H., Roozbahani, A., & (2021). Simulation and evaluation of agricultural water distribution and delivery systems with a Hybrid Bayesian network model. Agricultural Water Management, 245, 106578.
Karimi Avargani, H., Hashemy Shahdany, S. M., Hashemi Garmdareh, S. E., & Liaghat, A. (2020). Determination of Water Losses through the Agricultural Water Conveyance, Distribution, and Delivery System, Case Study of Roodasht Irrigation District, Isfahan. Water and Irrigation Management, 10(1), 143-156.
Kedir, Y., & Engineer, S. I. (2015). Estimation of conveyance losses of Wonji-Shoa sugar cane irrigation scheme in Ethiopia. Journal of Environment and Earth Science, 5(17), 2224-3216.
Khaeez, S., & Shahdany, S. M. H. (2021). Non-structural modification of agricultural water distribution systems in large scale irrigation districts. Computers and Electronics in Agriculture, 184, 106102.
Mohammadi, A., Parvaresh Rizi, A., Abbasi, N., & (2019). Field measurement and analysis of water losses at the main and tertiary levels of irrigation canals: Varamin Irrigation Scheme, Iran. Global Ecology and Conservation, 18, e00646.
Molden, D. J., & Gates, T. K. (1990). Performance measures for evaluation of irrigation-water-delivery systems. Journal of irrigation and drainage engineering, 116(6): 804-823.  
Orojloo, M., Shahdany, S. M. H., Roozbahani, A., & (2018). Developing an integrated risk management framework for agricultural water conveyance and distribution systems within fuzzy decision making approaches. Science of the Total Environment, 627, 1363-1376.
Ostovari, S., & Monem, M. J. (2022). Management and performance improvement of irrigation canals in water‐scarce conditions considering hydraulic drawbacks: A case study for the Eastern Aghili secondary canal, Iran. Irrigation and Drainage, 71(5), 1294-1303.
Serra, P., Salvati, L., Queralt, E., Pin, C., Gonzalez, O., & Pons, X. (2016). Estimating water consumption and irrigation requirements in a long‐established mediterranean rural community by remote sensing and field data. Irrigation and Drainage, 65(5), 578-588.
Seyed Hoshiyar, S. M., Pirmoradian, N., Ashrafzadeh, A., & Parvaresh Rizi, A. (2021). Performance assessment of a water delivery canal to improve agricultural water distribution. Water Resources Management, 35(8), 2487-2501.
Shahverdi, K., & Maestre, J. M. (2023). Holistic Framework for Canal Modernization: Operation Optimization, and Economic and Environmental Analyses. Water Resources Management, 1-20.
Soler, J., Gamazo, P., Rodellar, J., & Gómez, M. (2015). Operation of an irrigation canal by means of the passive canal control. Irrigation science, 33, 95-106.
Van Overloop, P., Negenborn, R., Schutter, B. D., & Van De Giesen, N. (2010). Predictive control for national water flow optimization in The Netherlands. Intelligent infrastructures, 439-461.
 
Afrasiabikia, P., Parvaresh Rizi, A., Javan, M., & (2017). Scenarios for improvement of water distribution in Doroodzan irrigation network based on hydraulic simulation. Computers and Electronics in Agriculture, 135, 312-320.
Akkuzu, E., Ünal, H. B., Karataş, B. S., & (2007). Determination of water conveyance loss in the Menemen open canal irrigation network. Turkish Journal of Agriculture and Forestry, 31(1), 11-22.
Daneshfaraz, R., Norouzi, R., Abbaszadeh, H., & Azamathulla, H. M. (2022). Theoretical and experimental analysis of applicability of sill with different widths on the gate discharge coefficients. Water Supply, 22(10), 7767-7781.
Dejen, Z. A. (2015). Hydraulic and operational performance of irrigation schemes in view of water saving and sustainability: sugar estates and community managed schemes In Ethiopia. Wageningen University and Research.
Fipps, G. (2000). Potential water savings in irrigated agriculture for the Rio Grande Planning Region (Region M). Texas Cooperative Extension, Texas A&M University System.
Ghumman, A., Ahmad, S., Rahman, S., & Khan, Z. (2018). Investigating management of irrigation water in the upstream control system of the upper swat canal. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 42, 153-164.
Isapoor, S., Montazar, A., Van Overloop, P., & Van De Giesen, N. (2011). Designing and evaluating control systems of the Dez main canal. Irrigation and Drainage, 60(1), 70-79.
Jadhav, P., Thokal, R., Mane, M., Bhange, H., & Kale, S. (2014). improving conveyance efficiency through canal lining in command area: A Case Study. International Journal of Engineering Innovation & Research, 3(6), 820-826.
Kaghazchi, A., Shahdany, S. M. H., Roozbahani, A., & (2021). Simulation and evaluation of agricultural water distribution and delivery systems with a Hybrid Bayesian network model. Agricultural Water Management, 245, 106578.
Karimi Avargani, H., Hashemy Shahdany, S. M., Hashemi Garmdareh, S. E., & Liaghat, A. (2020). Determination of Water Losses through the Agricultural Water Conveyance, Distribution, and Delivery System, Case Study of Roodasht Irrigation District, Isfahan. Water and Irrigation Management, 10(1), 143-156.
Kedir, Y., & Engineer, S. I. (2015). Estimation of conveyance losses of Wonji-Shoa sugar cane irrigation scheme in Ethiopia. Journal of Environment and Earth Science, 5(17), 2224-3216.
Khaeez, S., & Shahdany, S. M. H. (2021). Non-structural modification of agricultural water distribution systems in large scale irrigation districts. Computers and Electronics in Agriculture, 184, 106102.
Mohammadi, A., Parvaresh Rizi, A., Abbasi, N., & (2019). Field measurement and analysis of water losses at the main and tertiary levels of irrigation canals: Varamin Irrigation Scheme, Iran. Global Ecology and Conservation, 18, e00646.
Molden, D. J., & Gates, T. K. (1990). Performance measures for evaluation of irrigation-water-delivery systems. Journal of irrigation and drainage engineering, 116(6): 804-823.  
Orojloo, M., Shahdany, S. M. H., Roozbahani, A., & (2018). Developing an integrated risk management framework for agricultural water conveyance and distribution systems within fuzzy decision making approaches. Science of the Total Environment, 627, 1363-1376.
Ostovari, S., & Monem, M. J. (2022). Management and performance improvement of irrigation canals in water‐scarce conditions considering hydraulic drawbacks: A case study for the Eastern Aghili secondary canal, Iran. Irrigation and Drainage, 71(5), 1294-1303.
Serra, P., Salvati, L., Queralt, E., Pin, C., Gonzalez, O., & Pons, X. (2016). Estimating water consumption and irrigation requirements in a long‐established mediterranean rural community by remote sensing and field data. Irrigation and Drainage, 65(5), 578-588.
Seyed Hoshiyar, S. M., Pirmoradian, N., Ashrafzadeh, A., & Parvaresh Rizi, A. (2021). Performance assessment of a water delivery canal to improve agricultural water distribution. Water Resources Management, 35(8), 2487-2501.
Shahverdi, K., & Maestre, J. M. (2023). Holistic Framework for Canal Modernization: Operation Optimization, and Economic and Environmental Analyses. Water Resources Management, 1-20.
Soler, J., Gamazo, P., Rodellar, J., & Gómez, M. (2015). Operation of an irrigation canal by means of the passive canal control. Irrigation science, 33, 95-106.
Van Overloop, P., Negenborn, R., Schutter, B. D., & Van De Giesen, N. (2010). Predictive control for national water flow optimization in The Netherlands. Intelligent infrastructures, 439-461.