The Influence of Flood Discharge to the Stability of River Morphology
Main Article Content
Abstract
Sedimentation has been an issue for a long periode of time. It affects the river morphology process which is constantly changing from time to time due to its sediment supply system. There are 2 main parameters that strongly affect the morphological process and those are discharge and sediment. When the movement of the sediment occur it will lead to degradation and agradation along the river that will affect the river morphology. Because of those processes, the river dynamic characteristic should be considered in structural design.
In North Sulawesi, Tondano River has been known as one of the main river and it has a discharge all year around. With rapid land coverage change, dicharge may increase significantly and hence more sediment could be transported. Moreover, there are increase use of the river resources and more structures built along its sides that appeared to have induced more sediment in transport.
This paper presented the corelation between discharge of various flow rates and the amount of sediment being transported at these rates along certain river segments. Slight changes on morphology of the river due to degradation and agradation processes at these segments were also displayed Analysis was carried out to evaluate agradation and degradation processes during various flow rate at the middle section of the Tondano River. Prior to this was the analysis of river discharge. This research has confirmed that indeed the sediment transport occurred at the observed river’s segments was due to the varied discharges. The transport therefore instigated the recurrent changes on the river’s morphology this may pose threats to the stability of river’s structures i.e. by means of scouring progression. Solutions suggested to overcome the problem includes: 1). Non-structural or structural reinforcement on the river bank; and 2). Sediment management to overcome the degradation and agradation processes.
Downloads
Metrics
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
Copyright (c) 2019 Author(s)
References
Graf, W. (1998), Fluvial Hydraulics: Flow and Transport Processes in Channels of Simple Geometry, John Wiley & Sons, West Sussex, England.
Habibi, M. (1994). Sediment Transport Estimation Methods in River Systems. Research Online, University of Wollongong, pp. 84-88.
Helbar, S. S. (2009). Fall Velocity of Sediment Particles. the 4th IASME / WSEAS Int. Conference on WATER RESOURCES, HYDRAULICS & HYDROLOGY (WHH'09), (pp. 39-45). Cambridge, UK.
Jansen, P. Ph., Bendegom, L. Van., Berg, J. Van den., Vries, M. de. and Zanen, A. (1979), Principles of Engineering: The Non-Tidal Alluvial River, Pitman Publishing Limited, London, England.
Mananoma, T. (2009). The Effect of Sediment Supply to the Damage of Infrastructures. International Conference on Sustainable Development for Water and Waste Water Treatment (pp. 1-489). Yogyakarta: MUWAREC-YK09.
Maryono, A. (2002). Ecological Hydraulics of River Development. Yogyakarta: Magister Programme of Engineering Faculty, UGM, Yogyakarta.
Nugroho, S. P. (2005). Alami Vol. 10. Analisis dan Evaluasi Kerusakan Lahan di Daerah Aliran Sungai Tondano Propinsi Sulawesi Utara, pp. 62.
Rapar, S. M. (2014). Jurnal Sipil Statik Vol.2. ANALISIS DEBIT BANJIR SUNGAI TONDANO MENGGUNAKAN METODE HSS GAMA I DAN HSS LIMANTARA, pp. 13.