An experimental study was undertaken to optimise a 55° round-edged entrance irrigation water intake. The tests were carried out under different flow conditions in a laboratory flume with a rectangular cross-section under close-ended and open-ended flow conditions. To improve the efficiency of water intake, its entrance was rounded with three different radii (r): 100, 150 and 200 mm. Two components of flow velocity in transverse and flow directions were measured using an electromagnetic velocity meter. The flow velocity inside the water intake was measured at 390 regular grid points, across three horizontal layers at 30, 60 and 120 mm heights from the bed. The streamlines were drawn from the captured flow velocity, and hence the separation width and length were determined for the different depth levels, from the bed to the water surface. The discharge ratios (Qr) of the main channel to the lateral channel were set equal to 0·25, 0·67, 1·5 and 4. It was found that a 55° water intake with the radius of curvature of r/Wb = 0·8 produced minimum separation size. It was therefore selected as the optimum 55° round-edged entrance water intake.
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January 2012
Research Article|
January 01 2012
Optimising round-edged entrance of 55° river water intake
Alireza Keshavarzi, MSCivEng, PhD;
Alireza Keshavarzi, MSCivEng, PhD
Water Department, Shiraz University, Shiraz, Iran and School of Civil and Environmental Engineering (F.E.I.T.), University of Technology, Sydney, Australia
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Mehdi Karami Moghadam, MSEng;
Mehdi Karami Moghadam, MSEng
Water Department, Shiraz University, Shiraz, Iran
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James E. Ball, MSCivEng, PhD, CivEng
James E. Ball, MSCivEng, PhD, CivEng
School of Civil and Environmental Engineering (F.E.I.T.), University of Technology, Sydney, Australia
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Publisher: Emerald Publishing
Revision Received:
June 12 2010
Accepted:
May 05 2011
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Water Management (2012) 165 (1): 9–19.
Article history
Revision Received:
June 12 2010
Accepted:
May 05 2011
Citation
Keshavarzi A, Moghadam MK, Ball JE (2012), "Optimising round-edged entrance of 55° river water intake". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 165 No. 1 pp. 9–19, doi: https://doi.org/10.1680/wama.2012.165.1.9
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