Investigation the Effect of Well Shape on Performance of Fusegate Weir.

Document Type : Original Article

Authors

1 Water Engineering Department, Agricultural Engineering College, Sari Agricultural Sciences and Natural Resources University, Sari, Iran.

2 Water Dept., Agricultural Eng. College, Sari Agricultural Sciences and Natural Resources University, Sari, Iran

3 Department of Water Engineering, Sari Agricultural Sciences and Natural Resources University,sari,iran

Abstract

In the current study, the effect of well shape (rectangular nose, round nose and sharp nose) on the hydraulic performance of standard fusegate model WLH (Wide valve Low Head) and NLH (Narrow Low Head) was investigated. These fusegates were made in 16.7 and 25 cm heights with five different heights of wells, respectively. Experiments were carried out in a laboratory flume of 12 meters in length, 0.5 meters in width and 0.7 meters in height. In total 331 data were recorded and using it, the values of the flow coefficient for the fusegate were calculated. Using 80% of the data, appropriate relationships were presented for estimating the discharge coefficient, and then these relationships were validated using the remaining 20% of the data and the RMSE evaluation criterion. Results showed that the height and shape of the well have no considerable effect on the discharge coefficient of the fusegate. At the same height of the well, the water rises more when it collides with the rectangular nose well and enters the well sooner, but when it collides with the sharp nose well, it splits and is directed to the sides along the downstream and enters the well later. Thus, at a certain height of the well, the overturning discharge of the fusegate with the rectangular well is lower than the others, and the rounded nose well is in the next order.

Keywords


غلامی، ز. و فضل­اولی، ر. 1393. بررسی آزمایشگاهی هیدرولیک جریان در 3 مدل سرریز فیوزگیت (WLH، خطی و خطی با نیمرخ مایل) با افزایش شیب کانال. مجله علمی-پژوهشی هیدرولیک. 9 (2): 23-36.
غلامی، ز. و فضل­اولی، ر. 1394. بررسی آزمایشگاهی اثر افزایش ارتفاع چاهک و جرم وزنه بر ضریب دبی سرریز فیوزگیت مدل WLH در کانال­های کوچک. مجله پژوهش آب ایران. 9 (4): 89-97.
کریمیان علی­آبادی، ح.، ملکی­پور، ب. و غفاری، م. 1390. طراحی و شبیه­سازی سیستم فیوزگیت و مقایسه عملکرد آن با دریچه­های قطاعی به‌منظور افزایش ارتفاع سدها. ششمین کنگره ملی مهندسی عمران. اردیبهشت ماه، دانشگاه سمنان.
Afshar, A. and Takbiri, Z. 2009. Optimal Design and Operation of fuse-Gates Considering Water Loss Due to Gates Tilting. Environmental and Water Resources, ASCE, United State.
Afshar, A. and Takbiri, Z. 2012. Fusegates Selection and Operation: Simulation-Optimization Approach. Journal of Hydro informatics, 14 (2): 464-477.
ASCE. 2000. Hydraulic modeling: Concepts and practice. Manual 97, American Society of Civil Engineering, Reston, Va, United States.
Beretta, M., Menduni, G., Riboni, V. and Rosso, R. 2000. Controlling Polders by Fusegate TM Technology for River Flood Risk Management. Hydroplus International, Paris.
Chevalier, S., Culshaw, S.T. and Fauquez, S.T. 1996. The Hydroplus Fusegate System - four years on.  The Reservoir as an Asset. Thomas Telford. London.
De Simone, C., Jafari, N., Dasi, B. and Abdolahi, M. 2012. Study on Fusegate as a Phenomenon Gates Sarough Water Reservoir Dam in West Azarbaijan- Iran. The First International conference on Dams & Hydropower.
Falvey, H.T. and Treille, P. 1995. Hydraulics and Design of Fusegates. Journal of Hydraulic Engineering, ASCE. 121 (7): 512-518.
Henderson, F.M. 1966. Open channel flow. Macmillan Publishing Company. New York.
John Hite Jr. and Mifkovic Ch. 2000. Increasing Reservoir Storage or Spillway Capacity using Fusegate. US Army Corps of Engineers.
Khatsuria R.M. 2000. The Changing Contexts in the Design of Spillways. An Overview. ISH Journal of Hydraulic Engineering. 6 (2): 26-39.
Kocahan, H.T. 2003. Hydraulics and Design of Fusegates.  USCOE.
Lemperiere, F. 1992. Overspill Fusegates. Water Power & Dams Construction.
Lemperiere F. and Vigny J.P. 2007. Cost-Effective Ways to Increase Discharge Capacity at Spillway. HRW-Hydro Review Worldwide.
Rouse, H. 1960. Elementary fluid mechanics. John Wylie & Sons. New York. N. Y.
Samet, K. and Ashrafi, M. 2022. Study of the Sarough Dam Fusegates. Journal of Civil Engineering and Architecture. 16 (9): 469-477.
Shahkarami, N. 2020. Fusegates as hydraulic control structures in rivers. Flow Measurement and Instrumentation, 71 (3): 101661.
Solanki, P.N., Shrimali, N.J. and Gandhi, H.M. 2014. A Study of Fusegate System on Dhatarwadi Dam in Amreli, Gujarat. Journal of International Academic Research for Multidisciplinary 2 (2): 741-748.
Takbiri, Z. and Afshar, A. 2012. Multi-Objective Optimization of Fusegates System under Hydrologic Uncertainties. Water Resource Management. 26 (23): 2323-2345.