Version 1
: Received: 25 April 2017 / Approved: 25 April 2017 / Online: 25 April 2017 (09:59:58 CEST)
How to cite:
Kumar, A.; Sachendra, S.; Singhal, M. Computational Study of Flow over Cascade Arrangement of Bluff Bodies with Different Geometries. Preprints2017, 2017040157. https://doi.org/10.20944/preprints201704.0157.v1
Kumar, A.; Sachendra, S.; Singhal, M. Computational Study of Flow over Cascade Arrangement of Bluff Bodies with Different Geometries. Preprints 2017, 2017040157. https://doi.org/10.20944/preprints201704.0157.v1
Kumar, A.; Sachendra, S.; Singhal, M. Computational Study of Flow over Cascade Arrangement of Bluff Bodies with Different Geometries. Preprints2017, 2017040157. https://doi.org/10.20944/preprints201704.0157.v1
APA Style
Kumar, A., Sachendra, S., & Singhal, M. (2017). Computational Study of Flow over Cascade Arrangement of Bluff Bodies with Different Geometries. Preprints. https://doi.org/10.20944/preprints201704.0157.v1
Chicago/Turabian Style
Kumar, A., Sachendra Sachendra and Manish Singhal. 2017 "Computational Study of Flow over Cascade Arrangement of Bluff Bodies with Different Geometries" Preprints. https://doi.org/10.20944/preprints201704.0157.v1
Abstract
Most of the structures in flowing water are a challenge to their stability and sustainable with different flow conditions. Recent, renewable energy research and development covers ocean and river energy platform in which flow of water drag considered in various conversion devices towards the offshore and onshore establishment. Various energy platforms have been suggested for offshore development. However, the stability of these platforms in water is a serious concern. To study the water interaction over circular and square cross-section cascade system under the water has been carried out. Water flow around the pillars or column of the energy platform are analyzed through simulation software. Very low velocity 0.5 m/s has been considered to analyze the system. Total fifteen numbers of cascade pillars having circular and square cross-section area were considered. K-ε turbulence model is adopted to calculate the flow interaction to the column. A velocity, pressure, and energy fields are found around the column.
Keywords
bluff body; cascade, turbulence; ANSYS; and simulation; offshore energy platform
Subject
Engineering, Mechanical Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
