Flow Characteristics in Perforated Subsurface Drain of Drainage System Application: Case Study of Gate Fully Open with Longitudinal Slope 1/500

Authors

  • Junaidah Abdullah River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Mohd Remy Rozainy Mohd Arif Zainol River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Mohd Fazly Yusof River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Muhammad Zaki Mohd Kasim River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Muhamad Nurfasya Alias River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Khairul Rahmah Ayub River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Siti Fairuz Juiani River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Nor Ariza Azizan River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Syafiq Shaharuddin River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Muhammad Kashfy Zainalfikry River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Nor Azazi Zakaria River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA
  • Aminuddin Ab Ghani River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA

Keywords:

Sustainable urban drainage system, perforated subsurface drain, flow characteristics

Abstract

Subsurface drainage is part of a sustainable drainage system's components. This component represents the infiltration of stormwater into the subsurface drainage system for flow attenuation purposes. This study examines the flow parameters of subsurface drainage components. The laboratory validation of perforated subsurface drains was conducted at a longitudinal slope gradient of 1/500 with the Gate Fully Open. The manning, n data obtained in these experiments varies with several hydraulic parameters. Therefore, the experimental relationship between the flow characteristics of these subsurface drain components has been investigated. The relationship between flow behavior has been determined. The sub-critical and supercritical, and turbulence flow has occurred in this study

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Published

31-07-2023

Issue

Vol. 15 No. 2 (2023): Special Issue : Civil Engineering

Section

Articles

License

Copyright (c) 2023 International Journal of Integrated Engineering

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

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Open Access is by licensing the content with a Creative Commons (CC) license. 

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

 

How to Cite

Abdullah, J. ., Mohd Arif Zainol, M. R. R. ., Yusof, M. F. ., Mohd Kasim, M. Z. ., Alias, M. N. ., Ayub, K. R. ., Juiani, S. F. ., Azizan, N. A. ., Shaharuddin, S. ., Zainalfikry, M. K. ., Zakaria, N. A. ., & Ab Ghani, A. . (2023). Flow Characteristics in Perforated Subsurface Drain of Drainage System Application: Case Study of Gate Fully Open with Longitudinal Slope 1/500. International Journal of Integrated Engineering, 15(2), 194-200. https://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/13881