Sediment transport analysis
and modelling using winxspro: “A case study of
the sediment transport apparatus”
Accepted 28th
November, 2013
I.R. Ilaboya1*, E.O. Oti1,
G.O. Ekoh2 and L.O. Umukoro3
1Department of Civil Engineering, Faculty of Engineering, PMB 1154,
University of Benin; Benin City, Nigeria. 2Works Department, Akanu Ibiam Federal Polytechnic Uwana Afikpo,
Ebonyi State, Nigeria. 3Department of Civil Engineering, Igbinedion University, Okada, Edo
State, Nigeria.
The focus of the research paper was to study the
dynamics of sediment transport in river flow
channel using the sediment transport apparatus.
Field measurement derived from sediment
transport apparatus and computer models were
used to estimate bank full discharge and bed
load transport along the channel.
Cross-sectional profiles such as longitudinal
distance along the channel and the water/bed
surface elevation were measured to simulate real
river scenario. Linear regression statistical
model was then employed to generate the linear
relationship between horizontal distance along
the channel and the corresponding water/bed
surface elevation. The final equation was then
used to extrapolate sufficient data that was
used for the modeling. These data were then
incorporated into software (WinXSPRO) that aids
in the characterization and computation of
stage, discharge, velocity, and shear stress in
addition to the hydraulic depth, fraud number
and other parameters used in assessing a typical
stream conditions. The relationship between the
computed hydraulic parameters was thereafter
studied using the parameter plot option of the
software.
This is an open access article
published under the terms of the
Creative Commons Attribution
License, which permits unrestricted use, distribution, and
reproduction in any medium, provided the original work is
properly cited.
Cite this article as: Ilaboya IR, Oti EO, Ekoh GO,
Umukoro LO (2014). Sediment transport analysis and modelling using winxspro: “A
case study of the sediment transport apparatus”. Acad. J. Environ. Sci. 2(2):
029-036.