FLUVIAL PROCESSES IN COMPOUND STRAIGHT CHANNELS: A LABORATORY INVESTIGATION

Authors

  • Mazlin Jumain Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Zukiflee Ibrahim Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Zulhilmi Ismail Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Md Ridzuan Makhtar Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Mohd Suhaimi Abd Rahman Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Norain Syakira Miran Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Siti Shafiqah Md Khairi Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.5327

Keywords:

Straight compound channel, overbank flow, resistance coefficient, stream-wise velocity distribution, bed shear stress, bed morphology

Abstract

Floods are become frequent occurrence in every part of the world. The field of flood hydraulics has been keenly studied to enhance the understanding on its processes and impacts to the environment. The main impacts of frequent floods incidents are soil erosion phenomenon which leads to sedimentation problems in the drainage and river systems. It is extremely important to understand the sedimentation process and the flow behaviour patterns in the water course for post-flood events. Experimental investigations on the overbank flow in mobile bed straight channels have been undertaken. Significant changes on the bed morphology due to the changes in flow behaviour are studied. The findings on roughness coefficient, lateral distribution of stream-wise velocity, secondary currents, bed shear stress and bed formation are presented in this paper. Results show that the resistance coefficient increased with flow depth in the channel and the increments are about 32% and 42% for floodplain and main channel sections respectively.

Author Biographies

  • Mazlin Jumain, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Research Student, Department of Hydraulic and Hydrology
  • Zukiflee Ibrahim, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Senior Lecturer, Department of Hydraulic and Hydrology
  • Zulhilmi Ismail, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Head of Department Hydraulics and Hydrology
  • Md Ridzuan Makhtar, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Technical Support Attendent, Department Hydraulics and Hydrology
  • Mohd Suhaimi Abd Rahman, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Asisstant Engineer, Department Hydraulics and Hydrology
  • Norain Syakira Miran, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Research Student, Department of Hydraulic and Hydrology
  • Siti Shafiqah Md Khairi, Department of Hydraulic and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
    Research Student, Department of Hydraulic and Hydrology

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Published

2016-06-22

Issue

Section

Science and Engineering

How to Cite

FLUVIAL PROCESSES IN COMPOUND STRAIGHT CHANNELS: A LABORATORY INVESTIGATION. (2016). Jurnal Teknologi (Sciences & Engineering), 78(7). https://doi.org/10.11113/jt.v78.5327