Free-Surface Vortices Mitigation using Anti-Vortex Plates in Dam Intakes through CFD

Authors

  • Thiennieesh Manogaran Thiennieesh ManogaranSchool of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia
  • Mohd Remy Rozainy Mohd Arif Zainol School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia
  • Muhammad Khairi A. Wahab School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia
  • Mohd Sharizal Abdul Aziz School of Mechanical Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia
  • Nurhanani Abd Aziz Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia
  • Nazirul Mubin Zahari Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia
  • Mohd Hafiz Zawawi Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia
  • Mohd Rashid Mohd Radzi Hydro Life Extension Program (HELP), Business Development (Asset) Unit, TNB Power Generation Division, 46050 Petaling Jaya, Selangor, Malaysia

DOI:

https://doi.org/10.37934/cfdl.15.6.2641

Keywords:

Dam modelling, Free-surface vortices, Flow characteristics, Anti-vortex plates, Disaster

Abstract

By recording parameters such as velocity and volume fraction by contour plots or plane, a CFD model enables to analyse flow patterns in the model, such as free-surface vortices A free-surface vortex, a common problem may indeed be observed in a variety of submerged water intakes, notably shallow basins and low head intakes. These FSVs are likely to form an air-core vortex, eventually entrapping detritus and air pockets in the water intake system and causing further vibration and damage to the downstream turbine. When paired with a high velocity, the formation of vortices in the system been known to produce hydraulic transients, which cause unwanted operation or pressure changes. The model of the 1:100 scale dam reservoir was generated, computationally meshed, and modelled in FLUENT under ANSYS 2019 R3 at two different water levels to observe the FSV formations. To mitigate those FSV formations, anti-vortex plates with two distinct plates—square and wedge—were used. From the findings square plates outperform wedge plates because square it lowers the speed of a fast-flowing fluid and reduces it into a laminar flow rather of a turbulent flow, which benefits vortex class deterioration. Data from the simulation and experimental shows a strong agreement in terms of velocity at outlet 1 from both water levels with relative errors of 3.0% and 14.1% respectively

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Author Biographies

Thiennieesh Manogaran, Thiennieesh ManogaranSchool of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia

thinesh2856@gmail.com

Mohd Remy Rozainy Mohd Arif Zainol, School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia

ceremy@usm.my

Muhammad Khairi A. Wahab, School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia

muhdkhairi88@gmail.com

Mohd Sharizal Abdul Aziz, School of Mechanical Engineering, Engineering Campus, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Malaysia

msharizal@usm.my

Nurhanani Abd Aziz, Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia

nurhanani.aziz@uniten.edu.my

Nazirul Mubin Zahari, Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia

mubinzahari@gmail.com

Mohd Hafiz Zawawi, Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), 43000 Kajang, Selangor, Malaysia

Mhafiz@uniten.edu.my

Mohd Rashid Mohd Radzi, Hydro Life Extension Program (HELP), Business Development (Asset) Unit, TNB Power Generation Division, 46050 Petaling Jaya, Selangor, Malaysia

rashidmr@tnb.com.my

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2023-04-20

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