TRANSPORTATION OF BED LOAD AND ITS FORMATION FOR INBANK FLOW: A PHYSICAL MODELLING APPROACH

Authors

  • Mazlin Jumain Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Zulkiflee Ibrahim Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Zulhilmi Ismail Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Sobri Harun Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Md Ridzuan Makhtar Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Mohd Suhaimi Abd Rahman Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Nor Atiah Zaini Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Mohd Fuad Samsudin Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Muhd Zubair Tajol Anuar Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/mjce.v27.15968

Keywords:

Straight channel, inbank flow, velocity distribution, bed load transport, bed formatio

Abstract

Floods hit various states in Malaysia and caused damage to properties, infrastructures, human suffering and even loss of lives. Frequent flood incidents and soil erosion are reported which lead to sedimentation problems in the drainage and river systems due to urbanisation. It is important to understand the sedimentation process and the behaviour of bed forms in the water course for post-flood events. However, it is risky and dangerous to conduct field study during occurrence of flooding. Laboratory study has been chosen as an alternative to fulfill the objectives. Experimental investigations on the bed load transport and bed forms in rectangular open channels have been undertaken. Small and large scale physical models are used in the laboratory. The effects of flow on mobile sandy bed channel and bed load transportation are studied by using a modified flumes with an asymmetric straight compound channel. However, the findings on rate of transport and bed formation for non-flooding cases are presented in this paper. It is found that the bed formation profiles for both channels are different due to scale and flume characteristics. The bed forms, erosion and deposition processes are significantly influenced by the water velocity in the channel. The bed forms observed for large flume are repeating ripples and dunes; meanwhile variable of ripples are observed in small flume.

References

Ackers, P. and Lacey, G. (1992). Memorial Lecture. Canal and River Regime in Theory and

Practice: 1929-92. Proceedings of the Institution of Civil Engineers, Water Maritime and

Energy. 167-178.

Ali, M., Sterk, G., Seeger, M., Boersema, M. and Peters, P. (2012). Effects of Hydraulic

Parameters on Sediment Transport Capacity in Overland Flow over Erodible Beds.

Hydrology and Earth System Science, 16: 591-601.

Atabay, S., Knight, D.W. and Seckin, G. (2005). Effects of Overbank Flow on Fluvial Sediment

Transport Rates. Proceedings of the Institution of Civil Engineers Water Management.

London, 25-34.

Ayyoubzadeh, S.A. (1997). Hydraulic Aspects of Straight Compound Channel Flow and Bed

Load Sediment Transport. Ph.D. Thesis. University of Birmingham.

Cao, S., Liu, X. and Yang, K. (2007). Flow and Sediment Behaviors in Compound Channels with

Vegetated Floodplains. 5th International Symp. on Environmental Hydraulics. Arizona,

USA. (CD ROM).

Chang, H.H. (1988). Fluvial Process in River Engineering. Wiley, Chichester.

Czernuszenko, W., Kozial, A. and Rowinski, P.M. (2007). Measurement of 3D Turbulence

Structure in A Compound Channel. Archieves of Hydro-Engineering and Environmental

Mechanics. 54(1): 55-73.

Karamisheva, R.D., Lyness, J.F., Myers, W.R.C. and Cassells, J.B.C. (2005). Improving

Sediment Discharge Prediction for Overbank Flows. Proceedings of the Institution of Civil

Engineers Water Management. 158: 17–24.

Knight, D.W., Brown, F.A., Valentine, E., Nalluri, C., Bathurst, J., Benson, I., Myers, R., Lyness

J., and Cassells. J. (1999). The Response of Straight Mobile Bed Channels To Inbank and

Overbank Flows. Proceedings of the Institution of Civil Engineers, Water Maritime and

Energy. 136: 211-224.

Knight, D.W. and Brown, F.A. (2001). Resistance Studies of Overbank Flow in Rivers with

Sediment using The Flood Channel Facility. Journal of Hydraulic Research, 39(3): 283-301.

Liu, Y., Metivier, F., Lajeunesse, E., Lancien, P., Narteau, C. and Meunier, P. (2008). Measuring

Bed Load in Gravel Bed Mountain Rivers: Averaging Methods and Sampling Strategies,

Geodin. Acta, 21: 81–92.

Métivier, F., Meunier, P., Moreira, M., Crave, A., Chaduteau, C., Ye, B. and Liu, G. (2004).

Transport Dynamics and Morphology of A High Mountain Stream During The Peak Flow

Season: The Ürümqi River (Chinese Tian Shan), in River Flow, 1: 770–777.

Meunier, P., Metivier, F., Lajeunesse, E., Meriaux, A.S. and Faure, J. (2006). Flow Pattern and

Sediment Transport in A Braided iver: The “torrent de St Pierre†rench Alps . Journal of

Hydrology, 330: 496–505.

Milian, A.C. (2008). Spatial Scales in Alluvial Channels: on 2D Coherent Turbulent Structures

and Alternate Bars Formation. Ph.D. Thesis. Universidad Nacional Del Litoral.

Shiono, K. and Knight, D.W. (1991). Turbulent Open-Channel Flows with Variable Depth

Across The Channel. Journal of Fluid Mechanics, 222: 617-646.

Spooner, J. (2001). Flow Characteristics in Straight Compound Channels with Vegetation along

the Main Channel. Ph.D. Thesis. Loughborough University.

Tang, X. and Knight, D.W. (2006). Sediment Transport in River Models with Overbank Flows.

Journal of Hydraulic Engineering, 132(1): 77-86.

van Rijn, L.C. (1984a). Sediment Transport, part I: Bed Load Transport. Journal of Hydraulic

Engineering, ASCE 110(10): 1431-1456.

van Rijn, L.C. (1984b). Sediment Transport, part II: Suspended Load Transport. Journal of

Hydraulic Engineering, ASCE 110(11): 1613-1641.

van Rijn, L.C. (1984c). Sediment Transport, part III: Bed Forms and Alluvial Roughness.

Journal of Hydraulic Engineering, ASCE 110(12): 1733-1754.

Yalin, M., and da Silva, F.A. (2001). Fluvial Processes. International Association of Hydraulics

Engineering and Research, Delft, Netherlands.

Yang, C.T. (1996). Sediment Transport Theory and Practice, McGraw-Hill Companies.

Zhang, G., Luo, R., Cao, Y., Shen, R., and Zhang, X.C. (2010). Impacts of Sediment Load on

Manning Coefficient in Supercritical Shallow Flow on Steep Slopes. Hydrological Processes,

: 3909-3914.

Zheleznyakov, G.V. (1971). Interaction of Channel and Floodplain Streams. Proceeding of the

th International Association of Hydraulics Reserach Congress. Paris, 5: 145-148.

Ismail, Z. (2007). Study of Overbank Flows in Non-Vegetated and Vegetated Floodplains in

Compound Meandering Channels. Ph.D. Thesis. Loughborough University.

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2018-07-15

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How to Cite

TRANSPORTATION OF BED LOAD AND ITS FORMATION FOR INBANK FLOW: A PHYSICAL MODELLING APPROACH. (2018). Malaysian Journal of Civil Engineering, 27. https://doi.org/10.11113/mjce.v27.15968