THE INFLUENCE OF AUTOMATIC FLAP GATE ON EROSION IN TIDAL SWAMP AREA
DOI:
https://doi.org/10.51630/ijes.v3i2.50Keywords:
SPD Channels, Sluice-gate, Langhaar Method, Sediment TransportAbstract
This research aims to examine the problem of erosion and sedimentation in canals in swampy areas in South Sumatra, namely the P8-13S scheme of the canal (SPD) Telang I, Banyuasin regency with the influence of flap gate. The research method used is to perform simulations in the laboratory using a scale model and related parameters, such as velocity (v), depth of erosion (de), sedimentation (ds), water density (ρw), gravitation (g), time (t) and distance (x). Dimensional analysis to determine the related parameters that produce a dimensionless parameter relationship model is carried out using the Langhaar method. The result of the study was that the maximum relative erosion (de/t)max occurred at the canals estuary near the flap gate, which was 0.255 during simulation times of 5 minutes. While the maximum relative sedimentation (dd/t)max also occurred at the estuary of the secondary canals (SPD) of 0.05 for 5 minutes. So, the sediment transport process in the secondary canal (SPD) is generally influenced by flow velocity and the presence of a flap gate in the canal to regulate sediment transport.
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References
F. Aureli and P. Mignosa, "Comparison between experimental and numerical results of 2D flows due to levee-breaking," in PROCEEDINGS OF THE CONGRESS-INTERNATIONAL ASSOCIATION FOR HYDRAULIC RESEARCH, 2001, pp. 252–258.
C. Sucipta, H. Wibowo, and D. Gunarto, "Analysis of river geometry on flow discharge in alluvial channels." JeLAST, 2019.
C. Ikhsan, "The effect of variations in flow rate on the bottom of an open channel with uniform flow," Civ. Eng. Media, 2017.
M. S. Yalin, Theory of hydraulic models. Macmillan International Higher Education, 1971.
A. K. Chakraborti, "Strategies for Watershed Management planning using remote sensing technique," J. Indian Soc. Remote Sens., vol. 21, no. 2, pp. 87–97, 1993.
M. ISLAM, K. OKuBO, Y. MURAMOTO, and H. MORIKAWA, "Experimental Study on Sedimentation over the Floodplain due to River Embankment Failure," Bull. Disaster Prev. Res. Inst., vol. 44, no. 2, pp. 69–92, 1994.
A. Syarifudin and D. Sartika, "A Scouring Patterns Around Pillars of Sekanak River Bridge," in Journal of Physics: Conference Series, 2019, vol. 1167, no. 1, p. 12019.
A. Syarifudin, "The influence of Musi river sedimentation to the aquatic environment," in MATEC Web of Conferences, 2017, vol. 101, p. 4026.
R. J. Kodoatie, "Flood causes and methods of control in an environmental perspective." 2002.
V. Te Chow, Applied hydrology. Tata McGraw-Hill Education, 2010.
A. E. Bakhshipour, U. Dittmer, A. Haghighi, and W. Nowak, "Hybrid green-blue-gray decentralized urban drainage systems design, a simulation-optimization framework," J. Environ. Manage., vol. 249, p. 109364, 2019.
C. Poleto and R. Tassi, "Sustainable urban drainage systems," Drain. Syst., pp. 55–72, 2012.
A. Syarifudin and H. R. Destania, "IDF Curve Patterns for Flood Control of Air Lakitan river of Musi Rawas Regency," in IOP Conference Series: Earth and Environmental Science, 2020, vol. 448, no. 1, p. 12054.
W. Wu and Q. Lin, "Nonuniform sediment transport under non-breaking waves and currents," coast. Eng., vol. 90, pp. 1–11, 2014.
C. D. Storlazzi, E. Elias, M. E. Field, and M. K. Presto, "Numerical modeling of the impact of sea-level rise on fringing coral reef hydrodynamics and sediment transport," Coral Reefs, vol. 30, no. 1, pp. 83–96, 2011.
L. C. Van Rijn, "Unified view of sediment transport by currents and waves. II: Suspended transport," J. Hydraul. Eng., vol. 133, no. 6, pp. 668–689, 2007.
W. Zhang, Y. Xu, Y. Wang, and H. Peng, "Modeling sediment transport and river bed evolution in river system," J. Clean Energy Technol., vol. 2, no. 2, pp. 175–179, 2014.
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