Experimental and numerical study of flow at a 90 degree lateral turnout with enhanced roughness coefficient and invert level changes

Author:

Bagheri Maryam1,Ali Zomorodian Seyed M.2,Zolghadr Masih3,Azamathulla H. Md.4ORCID,Venkata Siva Rama Prasad C.5

Affiliation:

1. Hydraulic Structures, Department of Water Engineering, Shiraz University, Shiraz, Iran

2. Department of Water Engineering, College of Agriculture, Shiraz University, Shiraz, Iran

3. Department of Water Sciences Engineering, College of Agriculture, Jahrom University, Jahrom, Iran

4. Civil & Environmental Engineering, The University of the West Indies, St. Augustine Campus, Port of Spain, Trinidad

5. Department of Civil Engineering, St. Peters Engineering College, Hyderabad, India

Abstract

Abstract Flow separation at the upstream side of lateral turnouts (intakes) is a critical issue causing eddy currents at the turnout entrance. It reduces the effective width of flow, turnout capacity and efficiency. Therefore, it is essential to identify the dimensions of the separation zone and propose remedies to reduce its dimensions. Installation of 7 types of roughening elements at the turnout entrance and 3 different bed invert levels, with 4 different discharges (making a total of 84 experiments) were examined in this study as a method to reduce the dimensions of the separation zone. Additionally, a 3-D Computational Fluid Dynamic (CFD) model was utilized to evaluate the flow pattern and dimensions of the separation zone. Results showed that enhancing the roughness coefficient can reduce the separation zone dimensions up to 38% while the drop implementation effect can scale down this area differently based on the roughness coefficient used. Combining both methods can reduce the separation zone dimensions up to 63%.

Publisher

IWA Publishing

Subject

Water Science and Technology

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3. Effect of intake geometry on the sediment transport and lateral flow pattern;Iranian Water Research Journal,2011

4. Variations of flow separation zone at lateral intake entrance using submerged vanes;Journal of Civil Engineering Urban,2016

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