MATHEMATICAL MODELING OF SEDIMENTATION AND EROSION OF CHANNELS

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HAMEDI M.H.; SAEED PANAH I.

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Journal Paper

Paper Information

Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2002 | Volume:28 | Issue:2 (29) Mechanics Page(s): 13-20

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Title

MATHEMATICAL MODELING OF SEDIMENTATION AND EROSION OF CHANNELS

Author(s)

HAMEDI M.H. | SAEED PANAH I. | Issue Writer Certificate

Keywords

SEDIMENTATIONQ2

EROSIONQ2

MATHEMATICAL MODELINGQ2

CHANNELQ2

Abstract

Channel EROSION or SEDIMENTATION will occur, if balance between water and sediment flows, is affected by any natural events or human activities. This will happen if the geometry of CHANNEL (area, shape or slope) or the rate of sediment transport change. Therefore, accurate evaluation of EROSION and bed-load transport will be very important in river engineering. In this paper an unsteady one dimensional model with moving bed is presented. The Saint-Venant Equations and the continuity equation of sediment were solved by finite difference method, using McCormak algorithm. The results also compared with experimental information to evaluate the mode. Reasonable agreement was found between the model and experimental results.

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APA: Copy

HAMEDI, M.H., & SAEED PANAH, I.. (2002). MATHEMATICAL MODELING OF SEDIMENTATION AND EROSION OF CHANNELS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 28(2 (29) Mechanics), 13-20. SID. https://sid.ir/paper/368155/en

Vancouver: Copy

HAMEDI M.H., SAEED PANAH I.. MATHEMATICAL MODELING OF SEDIMENTATION AND EROSION OF CHANNELS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2002;28(2 (29) Mechanics):13-20. Available from: https://sid.ir/paper/368155/en

IEEE: Copy

M.H. HAMEDI, and I. SAEED PANAH, “MATHEMATICAL MODELING OF SEDIMENTATION AND EROSION OF CHANNELS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 28, no. 2 (29) Mechanics, pp. 13–20, 2002, [Online]. Available: https://sid.ir/paper/368155/en

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