Irrigation and Water Engineering

Irrigation and Water Engineering

Hydraulic investigation of the flow through multiple rectangular Lopac gate in free flow and submerged mode by Flow 3D software

Document Type : Original Article

Authors
1 Department of hydraulic structure, Faculty of Water and Environmental Engineering, Shahid Chamran University of Ahvaz,, Ahvaz, Iran
2 Associate professor of Water and Environmental Engineering faculty, Shahid Chamran University of Ahvaz, (SCU), Iran.
10.22125/iwe.2024.437092.1786
Abstract
LOPAC gates are a new type designed to regulate and manage water level fluctuations. In this research, an advanced design of this type of structure is mentioned, in which the gates are installed in pairs next to each other and are called multiple LOPAC gates. This research aims to investigate the effective hydraulic parameters (velocity, energy consumption, and turbulent energy) in the proposed structure in the submergence state with an absorption rate of 70% and compare it with the current in a free state. All the simulations have been modeled with three opening rates of 35, 40, and 45 degrees and at three flow rates of 25, 35, and 45 l/s using Flow3d software. The results showed that in the submerged state, the maximum velocity and depreciation compared to the free state in all experiments decreased on average by 31.55 and 61.04, respectively. The maximum rate of this decrease for all parameters was in the lowest opening rate (35 degrees), and the lowest flow rate was 68.93 and 109.49, respectively. Finally, the investigations show that when using the multiple rectangular LOPAC gates in the free state, large vortices with high power and a wide distribution field can be seen in the channel, which continues to the downstream of the gate. However, when using the multiple rectangular salon valve in the submerged state, the strength of the vortices decreases.
Keywords
Subjects

بابایی فقیه محله، ر.، م. اسمعیلی ورکی، و ب. شفیعی ثابت. 1397. بررسی تأثیر مشخصات هندسی و شرایط هیدرولیکی بر عملکرد سازه تنظیم دبی دریچه سالونی-پارشال فلوم. تحقیقات آب و خاک ایران, 49(4), 727-717.‎
محمودی، ب.، م. همتی، م. یاسی، و س.ا. حمیدی. 1401. بررسی آبشستگی موضعی پایین‌دست دریچه‌های کشویی موازی. نشریه آبیاری و زهکشی ایران, 16(5), 937-949.
مبارک، ف.، س.م. سجادی، ج. احدیان، و م. زینی وند. 1401. مدل‌سازی عددی اثر کشیدگی بیضوی بر عملکرد هیدرولیکی دریچه سالونی بیضوی. مدیریت آب و آبیاری, 12(2), 263-275.‎
شفاعی بجستان، م.، ک. کاظمی حسنوند، و م. زینی وند. 1401. مطالعه عددی تأثیر تبدیل تدریجی سهموی در بالادست دریچه سالونی بیضوی بر شرایط هیدرولیکی جریان. علوم و مهندسی آبیاری
شفاعی­بجستان، م.، م. زینی وند، و م. طهماسبی. 1399. ضریب دبی دریچه سالونی بیضوی همراه با تبدیل تدریجی در شرایط مستغرق. نشریه هیدرولیک, 15(2),6780.
Alhamid, A.A., 1999. Coefficient of discharge for free flow sluice gates. Journal of King Saud University-Engineering Sciences, 11(1), pp.33-47.
Aqua Systems. 2000. Incorporation (AS21). (2013). Leaders in Water Management and Control. Retrieved from: http://www.as2i.net/products/control-gates/hydra-lopac- gate.
Langman, P., K. Craig, P. Elser, and L. Alen. Irrigation gate system. US patent. 2006; 7,114,878, B2.
Negm, A.M., G.M. Abdelaal, M.M. Elfiky, Y.M. Abdalla, and M. Afifi.  2006. Effects of Multi-Gates Operations on Bottom Velocity Pattern Under Submerged Flow Conditions. Proc. IWTC10, 1, pp.217-280.
Oad, R., and K. Kinzli. 2006. SCADA Employed in Middle Rio Grande Valley to Help Deliver Water Efficiently. Newsletter of the water center at Colorado State University [online] 10 August.
Pilbala, A., M. Shafai Bejestan, S.M. Sajjadi, and L. Fraccarollo. 2023. Investigation of the Different Models of Elliptical-Lopac Gate Performance under Submerged Flow Conditions. Water Resources Management, pp.1-16.
Pilbala, A., S.M. Sajjadi, and M. Shafai Bejestan. 2021. Hydraulic performance of elliptical-LOPAC gate under submerged flow conditions. Ain Shams Engineering Journal, 12(1), pp.317-326.
Shaddehi, F.R., and M. Bijankhan. 2020. Experimental study on free and submerged multi-jets. Flow Measurement and Instrumentation, 75, p.101805.