Chapter
May 31, 2018
World Environmental and Water Resources Congress 2018

Effect of Rheology for Flow past a Bottom Rack

Publication: World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water

ABSTRACT

This paper presents the numerical simulation of flow past a bottom rack using CFD software, Flow-3D. The governing equations for fluid flow are the Reynolds-averaged Navier–Stokes equations (RANS) along with the volume of fluid (VOF) equation for surface tracking. In addition, the renormalized group (RNG) turbulence model is also used. The numerical model is validated by comparing with experimental results for pressure and velocity profile available in the literature. Results for free surface profile and velocity profile are also presented. Five different fluids are considered to study the effect of rheology on discharge characteristics of the bottom rack. As indicated in the simulations, viscosity is the dominating factor influencing the discharge through the bottom rack. Density also has an impact on the discharge characteristics. Based on the cases studied, recommendations for the size of the bottom rack, considering rheological characteristics of the fluid, are made.

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REFERENCES

Brunella, S., Hager, W. H., and Minor, H. E. (2003). “Hydraulics of bottom rack intake.” J. Hydraul. Eng., 129(1), 2–10.
Castillo, L. G., García, J. T., and Carrillo, J. M. (2016). “Experimental and Numerical Study of Bottom Rack Occlusion by Flow with Gravel-Sized Sediment. Application to Ephemeral Streams in Semi-Arid Regions.” Water, 8(4), 166.
Flow-3D v11.1 (2014). User Manual, Flow Science Inc.
Kamanbedast, A. A., and Bejestan, M. S. (2008). “Effects of slope and area opening on the discharge ratio in bottom intake structures.” J. App. Sci., 8(14), 2631–2635.
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Ranga Raju, K. G., Asawa, G. L. and Setharamaiah, R. (1977). “Analysis of Flow through Bottom Racks in Open Channels.” 6th Australasian Hydraulics and Fluid Mechanics Conference, Adelaide, Australia, 237–240.
Righetti, M. and Lanzoni, S. (2008). “Experimental study of the flow field over bottom intake racks.” J. Hydraul. Eng., 134(1), 15–22.
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Zerihun, Y. T. (2015). “Numerical simulation of flow in open channels with bottom intake racks.” Water Utility J., (11), 49–61.

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Go to World Environmental and Water Resources Congress 2018
World Environmental and Water Resources Congress 2018: Hydraulics and Waterways, Water Distribution Systems Analysis, and Smart Water
Pages: 160 - 168
Editor: Sri Kamojjala, Las Vegas Valley Water District
ISBN (Online): 978-0-7844-8142-4

History

Published online: May 31, 2018

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Authors

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Rajkumari Kaurav [email protected]
Ph.D. Student, Discipline of Civil Engineering, Indian Institute of Technology Gandhinagar, Gandhinagar 382355, India. E-mail: [email protected]
Pranab K. Mohapatra [email protected]
Professor, Discipline of Civil Engineering, Indian Institute of Technology Gandhinagar, Gandhinagar 382355, India. E-mail: [email protected]

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