Comparative Study of Design of Flat and Curve Gate Used in Hydropower Plants

Authors

  • bilal Ahmed Shri Govindram Seksaria Institute of Technology and Science, Indore, Madhya Pradesh, India. https://orcid.org/0009-0004-4367-896X
  • M.L Jain Shri G. S. Institute of Technology and Science, Indore, Madhya Pradesh-452003, India

DOI:

https://doi.org/10.37255/jme.v19i3pp067-076

Keywords:

sluice gate, stress strain analysis, hydropower plant

Abstract

This paper is based on the basic steps for analyzing two different hydro mechanical Gates of hydropower plants for an effective and safe design point of view. In an analysis, we found effective and safer results. We used the ANSYS Workbench software to determine these gates' deformation, stress, strength, and reliability for analysis. These gates are also known as sluice gates. In this study, we modeled one using the usual flat-shape geometry. In contrast, the other, as a specific curve-shaped geometry, performed the virtual finite element analysis for better results. An analysis found that the peak stresses induced on the flat gate and curved gate are different, respectively, while the deformation occurred due to peak stresses being less and more, respectively; from these results, It is concluded that the curved gate is a better one.

Downloads

Download data is not yet available.

References

1. Bureau of Indian Standards, "IS-4622:2003 recommendations for structural design of fixed-wheel gates.".

2. Bureau of Reclamation, "Hoover Dam."

3. Narmada Valley Development Authority, India, "Design data book of junction structure at RD 9775 M of RBC Omkareshwar Canal."

4. D. G. Kim, "Numerical analysis of free flow past a sluice gate," Mokpo National University, Korea, 2007, pp. 127-132.

5. Walchand Institute of Technology, Solapur, "Dept of Civil Engineering."

6. E. Kubrak, "Flow measurements using a sluice gate; analysis of applicability," Warsaw University of Life Sciences-SGGW, Poland, 2020, p. 819.

7. F. Trebuna, "Methods for verification of safety of the sluice gates in water power plants," Technical University of Košice, Slovakia, 2009.

8. H. Poornakanta, "Optimization of sluice gate under fatigue life subjected to forced vibration by fluid flow," B.V. Bhoomaraddi College of Engineering, Karnataka, India, 2018, pp. 129-142.

9. Hydraulic Structures for Flow Diversion and Storage, "Gates and valves for flow control," Version 2 CE IIT Kharagpur, India.

10. J. Bocko, "Analysis of sluice gates of hydroelectric power stations," Technical University of Košice, Slovakia, 2013, pp. 324-328.

11. M. D. A. Wahab, "Stress analysis on fixed wheel vertical lift gate," Indian Institute of Technology Roorkee, India, 2005.

12. M. Pástor, "Experimental and numerical analysis of 60-year-old sluice gate affected by long-term operation," Technical University of Košice, Slovakia, 2020, p. 5201.

13. S. Natsheh, "Design of stainless-steel and aluminum slide gates based on a combined analytical and finite element approach," The University of Akron, 2018.

Downloads

Published

2024-09-01

How to Cite

[1]
“Comparative Study of Design of Flat and Curve Gate Used in Hydropower Plants”, JME, vol. 19, no. 3, pp. 067–076, Sep. 2024, doi: 10.37255/jme.v19i3pp067-076.

Similar Articles

1-10 of 261

You may also start an advanced similarity search for this article.