The Overshot Gate as a Flow-Measuring Device

Keywords: Overshot gate, Leaf gate, Inclined thin-plate weir, Pivot weir, Discharge coefficient, Discharge measurement

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

Download data is not yet available.

Author Biography

Jihan M. Qasim, Department of Water Resources Engineering, College of Engineering, University of Duhok, Kurdistan Region – F.R. Iraq

Jihan M. Qasim is a Lecturer at the Department of Water Resources Engineering, College of Engineering, University of Duhok. She got the B.Sc. degree in Water Resources Engineering , and the M.Sc. degree in Hydraulic Engineering. Her research interests are in Open-Channel Flow, Hydraulic Structures, and Numerical Simulation. Mrs. Jihan is a member of Kurdistan Engineers Union, and Kurdistan Teachers Union.

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

Published
2023-06-17
How to Cite
Qasim, J. M. (2023) “The Overshot Gate as a Flow-Measuring Device”, ARO-THE SCIENTIFIC JOURNAL OF KOYA UNIVERSITY, 11(1), pp. 143-148. doi: 10.14500/aro.11170.