A 1D MODEL FOR EROSION THROUGH SUBMERGED, PRONE VEGETATION

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MOHAMMAD VALI SAMANI J.

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Journal: MODARES TECHNICAL AND ENGINEERING Year:2006 | Volume:- | Issue:23 Page(s): 87-94

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Title

A 1D MODEL FOR EROSION THROUGH SUBMERGED, PRONE VEGETATION

Author(s)

MOHAMMAD VALI SAMANI J. | Issue Writer Certificate

Keywords

VEGETATIONQ2

EROSIONQ3

SHEAR STRESSQ2

FORCE EQUILIBRIUM EQUATIONQ4

Abstract

VEGETATION can provide an environmentally sound lining for channels, floodways, low spillways and other water conveyance structures. In this paper, the factors affecting the EROSION rate in vegetated channels are addressed. A force-balance approach was developed to estimate the SHEAR STRESS acting on the soil underlying a vegetative channel lining. The EROSION rate was then predicted with an accepted sediment transport relationship based on this shear. The deformation of VEGETATION caused by the flow's momentum was accounted for by calculating the amount of bending of the VEGETATION using forces calculated by the force-balance method. The results are in good agreement with the experimental EROSION rate data for modeled vegetated channels.

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APA: Copy

MOHAMMAD VALI SAMANI, J.. (2006). A 1D MODEL FOR EROSION THROUGH SUBMERGED, PRONE VEGETATION. MODARES TECHNICAL AND ENGINEERING, -(23), 87-94. SID. https://sid.ir/paper/24944/en

Vancouver: Copy

MOHAMMAD VALI SAMANI J.. A 1D MODEL FOR EROSION THROUGH SUBMERGED, PRONE VEGETATION. MODARES TECHNICAL AND ENGINEERING[Internet]. 2006;-(23):87-94. Available from: https://sid.ir/paper/24944/en

IEEE: Copy

J. MOHAMMAD VALI SAMANI, “A 1D MODEL FOR EROSION THROUGH SUBMERGED, PRONE VEGETATION,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 23, pp. 87–94, 2006, [Online]. Available: https://sid.ir/paper/24944/en

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