Improvement on numerical solution of 1-D flow with hyper-concentrated sediment

Legono, Djoko and Rahardjo, Adam Pamudji and Krisnayanti, Denik Sri and Hambali, Roby (2019) Improvement on numerical solution of 1-D flow with hyper-concentrated sediment. International Journal of GEOMATE, 17 (64). 41 - 48. ISSN 21862982

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Abstract

The flow phenomena in a mountainous area are often dominated by the situation where the streams have steep slopes and potential to carry the high sediment concentration. After the initiation of the flow with certain characteristic including sediment concentration within the flow, the flow would then erode and deposit the sediment in the next reach of the stream. Such phenomena would take place until the equilibrium state is met. The gradient of flow velocity, depth of flow, and sediment concentration are studied considering the equation of mass and momentum conservation, followed by the establishment of a linear equation. The improvement of the numerical solution persists in the form of the utilization of MS-Excel program as a technique of solving a linear three system of equations which was found to be practical. Such a technique was found to be effective to investigate the sensitivity analysis of the results due to some changes on various dependent parameters including the slope parameter. The three systems of equation and the proposed numerical solution technique offer further works associated with the hyper-concentrated flow through both numerical and physical model. © 2019 Int. J. of GEOMATE.

Item Type: Article
Additional Information: Library Dosen
Uncontrolled Keywords: Sediment concentration, velocity gradient, depth of flows, conservation of mass and momentum
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Civil Engineering & The Enviromental Department
Depositing User: Sri JUNANDI
Date Deposited: 02 Mar 2026 07:07
Last Modified: 02 Mar 2026 07:07
URI: https://ir.lib.ugm.ac.id/id/eprint/25083

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