The Overshot Gate as a Flow-Measuring Device
Abstract
The overshot gate is a commonly used adjustable overflow weir for regulating the upstream water level in open channels. The amount of gate movement is proportional to the water level change. However, to effectively manage the water flow, it is also important for operators to accurately measure the flow rate in the channel. This study examines an overshot gate installed at the end of a laboratory flume to estimate the flow rate under various free flow conditions. This study investigates different gate angles ranging from 9.6° to 90° to evaluate their impact on the flow properties and the discharge coefficient. The analysis of the results indicates that the maximum flow rate values can be achieved with gate inclinations from 15.5° to 47.2° with relatively lower head; the inclined alignment of the gate decreases the effective gate height which consequently increases the gate efficiency. The use of the overshot gate is advantageous over the normal gate when channel depth is limited and higher discharge is required at relatively lower head. In this study, at the highest gate inclinations, the water surface is significantly stable having the lowest values of the approach Froude number. In addition, the head to gate height ratio decreases with raising the gate due to the reduced vertical contraction of the channel. Finally, this paper proposes an empirical equation for estimating the discharge coefficient based on the gate inclination, which demonstrates good accuracy in the specified range.
Downloads
References
Aleem, S.A., Muhammad, A., and Nasir, H.A., 2014. System Identification of Distributory Canals in the Indus Basin. In: IFAC Proceedings Volumes (IFAC Papers Online). IFAC, United States.
Azimfar, S.M., Hosseini, S.A., and Khosrojerrdi, A., 2018. Derivation of discharge coefficient of a pivot weir under free and submergence flow conditions. Flow Measurement and Instrumentation, 59, pp.45–51.
Bijankhan, M., and Ferro, V., 2020. Experimental modeling of submerged pivot weir. Journal of Irrigation and Drainage Engineering, 146(3), pp.1-13.
Bijankhan, M., Asce, A.M., and Ferro, V., 2018. Experimental study and numerical simulation of inclined rectangular weirs. Journal of Irrigation and Drainage Engineering, 144(1957), pp.1-8.
Bos, M.G., 1989. Discharge Measurement Structures. 3rd ed. ILRI, Kenya.
Carter, R.W., 1956. A Comprehensive Discharge Equation for Rectangular-notch Weirs, Master's Thesis, Georgia Institute of Technology.
Eurén, K., 2004. System Identification of Irrigation Channels with Overshot and Undershot Gates. Department of Information Technology, Uppsala University, Sweden.
Euŕen, K., and Weyer, E., 2006. System identification of open water channels with undershot and overshot gates. IFAC Proceedings Volumes, 16, pp.638-643.
Kindsvater, C.E., 1964. Discharge Characteristics of Embankment-shaped Weirs. United States Government Printing Office, Washington, D.C.
Kulin, G., and Compton, P.R., 1975. Guide to Methods and Standards for the Measurement of Water Flow. National Bureau of Standards NBS, United States.
Mareels, I.M.Y., Weyer, E., Ooi, S.K., Cantoni, M., Li, Y., and Nair, G., 2005. Systems engineering for irrigation systems: Successes and challenges. Annual Reviews in Control, 29, pp.191-204.
Mohammed, M.Y., and Mohammed, A.Y., 2011. Discharge coefficient for an inclined side weir crest using a constant energy approach. Flow Measurement and Instrumentation, 22(6), pp.495-499.
Nikou, N.S.R., Monem, M.J., and Safavi, K., 2016. Extraction of the flow rate equation under free and submerged flow conditions in pivot weirs with different side contractions. Journal of Irrigation and Drainage Engineering, 142(8), pp.1-8.
Ooi, S.K., and Weyer, E., 2007. Control Design for an Irrigation Channel from Physical Data. In: Proceedings of the IEEE International Conference on Control Applications, pp.270-275.
Ooi, S.K., and Weyer, E., 2008. Detection of Oscillatory Control Loops in Irrigation Channels. IFAC Proceedings Volumes, 41, pp.5500-5505.
Ooi, S.K., Foo, M., and Weyer, E., 2011. Control of the Broken River. In: FAC Proceedings Volumes (IFAC-Papers Online). IFAC, United States, pp.627-632.
Prakash, M.N.S., Ananthayya, M.B., and Kovoor, G.M., 2011. Inclined rectangular weir-flow modeling. Earth Science India, 4(Ii), pp.57-67.
Prakash, M.N.S., and Shivapur, A.V., 2003. Flow over inclined sharp-crested triangular weir. ISH Journal of Hydraulic Engineering, 9(2), pp.80-88.
Prakash, M.N.S., and Shivapur, A.V., 2004. Generalized head-discharge equation for flow over sharp-crested inclined inverted v-notch weir. Journal of Irrigation and Drainage Engineering, 130, pp.325-330.
Qoi, S.K., Krutzen, M.P.M., and Weyer, E., 2003. On Physical and Data Driven Modelling of Irrigation Channels. IFAC, United States, pp.1939–1944.
Shen, J., 1981. Discharge Characteristics of Triangular-notch Thin-plate Weirs. United States Government Printing Office, Washington, D.C.
Shivapur, A.V., Mulangi, R.H., and Swamy, S.G., 2009. Use of inclined compound triangular notch-weir to improve discharge range. ISH Journal of Hydraulic Engineering, 15(3), pp.37-41.
Stringam, B., 2010. Low Cost Linear Actuators for Canal Gate Control. In: Meeting Irrigation Demands in a Water-Challenged Environment, USCID Conference. Fort Collins, Colorado, USA, pp.275-285.
Stringam, B., and Gill, T., 2012. Simplified overshot gate constructed and maintained by irrigation districts. Irrigation and Drainage, 61(5), pp.666-672.
Stringam, B., Craig, K., McCaig, M., and Prozniak, J., 2012. Overshot Gate Development and History. In: Managing Irrigation Systems in Today’s Environment, USCID Water Management Conference. Reno, Nevada, pp.249-261.
U.S. Department of the Interior Bureau of Water, 2001. Water Measurement Manual. Available from: https://www.usbr.gov/pmts/hydraulics_lab/pubs/wmm [Last accessed on 2023 Feb 01].
Wahlin, B.T., and Replogle, J.A., 1994. Flow Measurement Using an Overshot Gate. U.S. Department of the Interior Bureau of Reclamation, Denver.
Weyer, E., 2000. System identification of an open water channel. IFAC Proceedings Volumes, 33(15), pp.265-270.
Weyer, E., 2002. Decentralised PI Control of an Open Water Channel. In: IFAC Proceedings Volumes. IFAC, United States
Copyright (c) 2023 Jihan M. Qasim
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Authors who choose to publish their work with Aro agree to the following terms:
-
Authors retain the copyright to their work and grant the journal the right of first publication. The work is simultaneously licensed under a Creative Commons Attribution License [CC BY-NC-SA 4.0]. This license allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
-
Authors have the freedom to enter into separate agreements for the non-exclusive distribution of the journal's published version of the work. This includes options such as posting it to an institutional repository or publishing it in a book, as long as proper acknowledgement is given to its initial publication in this journal.
-
Authors are encouraged to share and post their work online, including in institutional repositories or on their personal websites, both prior to and during the submission process. This practice can lead to productive exchanges and increase the visibility and citation of the published work.
By agreeing to these terms, authors acknowledge the importance of open access and the benefits it brings to the scholarly community.