Effect of Cross-Sectional Depth on Horizontal and 30° Slop Spillway Open Channel Pico Hydro Cross-Flow Turbine Efficiency

Authors

  • Aji Putro Prakoso Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia
  • Budiarso Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia
  • Warjito Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia
  • Ahmad Fudholi Solar Energy Research Institute, Universiti Kebangsaan Malaysia, Malaysia
  • Deny Bayu Saefudin Mechanical Engineering Program, Faculty of Manufacturing Technology, Universitas Jenderal Achmad Yani, Indonesia
  • Chairul Umam Rosyadi Mechanical Engineering Program, Faculty of Manufacturing Technology, Universitas Jenderal Achmad Yani, Indonesia
  • Aris Suryadi Electrical Technology Program, Politeknik Enjinering Indorama Purwakarta, Indonesia
  • Ghalya Fikra Research Center for Intelligent Mechatronics, National Research and Innovation Agency (BRIN), Indonesia
  • Yadi Radiansyah Research Center for Energy Conversion and Conservation, National Research and Innovation Agency (BRIN), Indonesia
  • Yusuf Suryo Utomo Research Center for Energy Conversion and Conservation, National Research and Innovation Agency (BRIN), Indonesia

DOI:

https://doi.org/10.37934/arfmts.113.1.176187

Keywords:

Open channel flow, spillway, pico hydro, turbine, cross-flow, depth

Abstract

Harvesting the kinetic energy from the small dam’s spillway downstream flow in agricultural areas is interesting. On the other hand, a cross-flow turbine (CFT) is a unique impulse turbine because it works at a higher specific speed, which means this turbine works at a lower head and higher water flow rate. Thus, there is an opportunity to use a CFT to harvest the energy in the spillway. There are two possible scenarios: at the flat horizontal and the 30° slop flow. Several computational fluid dynamics (CFD) simulations were conducted to test the hypothesis. The simulations were performed with five variations of the ratio between the cross-sectional depth parameter of the spillway’s flow before approaching the turbine for each scenario. The total head in the present study case is 3.0 meters with 120 l/s of water discharge. The simulations used ANSYS® Fluent™ for 2D CFD simulation. The tests found that the CFT could attain 80.36% efficiency. Moreover, some water flows over the turbine at a higher rotational speed, leading to a significant loss in turbine performance, called potential loss. This finding indicates that the CFT could harvest the spillway’s flow kinetic energy when the flow is not too deep.

Author Biographies

Aji Putro Prakoso, Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia

ajipp13@gmail.com

Budiarso, Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia

budiarso@ui.ac.id

Warjito, Department of Mechanical Engineering, Faculty of Engineering, Universitas Indonesia, Indonesia

warjito@eng.ui.ac.id

Ahmad Fudholi, Solar Energy Research Institute, Universiti Kebangsaan Malaysia, Malaysia

a.fudholi@ukm.edu.my

Deny Bayu Saefudin, Mechanical Engineering Program, Faculty of Manufacturing Technology, Universitas Jenderal Achmad Yani, Indonesia

deny.bayusaefudin@lecture.unjani.ac.id

Chairul Umam Rosyadi, Mechanical Engineering Program, Faculty of Manufacturing Technology, Universitas Jenderal Achmad Yani, Indonesia

chairul171296@gmail.com

Aris Suryadi, Electrical Technology Program, Politeknik Enjinering Indorama Purwakarta, Indonesia

aris.suryadi@pei.ac.id

Ghalya Fikra, Research Center for Intelligent Mechatronics, National Research and Innovation Agency (BRIN), Indonesia

ghal001@brin.go.id

Yadi Radiansyah, Research Center for Energy Conversion and Conservation, National Research and Innovation Agency (BRIN), Indonesia

yadi003@brin.go.id

Yusuf Suryo Utomo, Research Center for Energy Conversion and Conservation, National Research and Innovation Agency (BRIN), Indonesia

yustomo@gmail.com

Downloads

Published

2024-01-15

How to Cite

Aji Putro Prakoso, Budiarso, Warjito, Ahmad Fudholi, Deny Bayu Saefudin, Chairul Umam Rosyadi, Aris Suryadi, Ghalya Fikra, Yadi Radiansyah, & Yusuf Suryo Utomo. (2024). Effect of Cross-Sectional Depth on Horizontal and 30° Slop Spillway Open Channel Pico Hydro Cross-Flow Turbine Efficiency. Journal of Advanced Research in Fluid Mechanics and Thermal Sciences, 113(1), 176–187. https://doi.org/10.37934/arfmts.113.1.176187

Issue

Section

Articles

Most read articles by the same author(s)

1 2 > >>