Experimental Study on Depth-Averaged Velocity and Bed Profile in a Braided Channel with a Mid-Bar

Authors

  • Muhammad Fahmi Arifin Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Zulhilmi Ismail Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Mazlin Jumain Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Radzuan Sa,ari Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Zulkiflee Ibrahim Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Deng Siti Maimunah Ishak Centre for River and Coastal Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Erwan Hafizi Kasiman Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Md Ridzuan Makhtar Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Mohd Zulkhairi Mat Salleh Faculty of Civil Engineering, Universiti Teknologi MARA Pasir Gudang Campus, 81750 Masai, Johor, Malaysia

DOI:

https://doi.org/10.37934/araset.33.2.290299

Keywords:

Experimental investigation, bifurcation, confluence, braided river, mid-bar, depth-averaged velocity, bed profile

Abstract

Braided alluvial rivers with a mid-bar are common features occurred in alluvial river that consists of bifurcation and confluence channels. The formation of the mid-bar will affect the hydraulics of river systems in terms of velocity and bed morphology. The studies corresponding to the typical braided river with a mid-bar are still ongoing. This paper is to present the finding of depth-averaged velocity, Ud and bed profile at the bifurcation and confluence channel. A channel with a mid-bar and erodible bed was used in this research. The experimental work was carried out in the Hydraulic Laboratory at Universiti Teknologi Malaysia, (UTM). In the experiment, two types of flow which are low flow and high flow rates were considered. The study found that depth-averaged velocity distributions are influenced by flow discharge and varied at the braided channel. The highest Ud velocity is 0.35 m/s occurred at the bifurcation area and the lowest Ud is 0.2 m/s that was occurred at the confluence area. This genesis to more erosion occurred at the bifurcation area compared to the confluence area.

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Author Biographies

Muhammad Fahmi Arifin, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

mfahmi236@graduate.utm.my

Zulhilmi Ismail, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

zulhilmi@utm.my

Mazlin Jumain, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

mazlin@utm.my

Radzuan Sa,ari, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

radzuans@utm.my

Zulkiflee Ibrahim, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

zulkfe@utm.my

Deng Siti Maimunah Ishak, Centre for River and Coastal Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

maimunah.kl@utm.my

Erwan Hafizi Kasiman, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

erwanhafizi@utm.my

Md Ridzuan Makhtar, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

ridzuanmakhtar@utm.my

Mohd Zulkhairi Mat Salleh, Faculty of Civil Engineering, Universiti Teknologi MARA Pasir Gudang Campus, 81750 Masai, Johor, Malaysia

mohdz7418@uitm.edu.my

Published

2023-11-08

Issue

Section

Articles