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125202

Two Dimension Vertically Integrated Numerical Suspended Sediment Transport Model.

Article

Last updated: 22 Jan 2023

Subjects

-

Tags

Civil Engineering

Abstract

The objective of this study is to develop a vertically integrated two dimensional numerical sediment transport model. This model is divided in two parts: hydrodynamic modeling and sediment transport modeling. Hydrodynamic modeling simulates flow velocities which are then used in the sediment transport model to simulate sediment concentrations. To represent the sediment transport system in a flow, the conservative form of two dimensional advection diffusion equation is used. To solve this equation a fractional step method, also known as standard split approach (Sobey 1983, Dragsolav 2001), is used. This approach splits the advection diffusion equation in two parts: advection and diffusion, which are solved separately. To solve the advection part, a high resolution conservative algorithm for advection in incompressible flow developed by Leveque (1996) is used. To solve the diffusion part, a semi-implicit finite difference scheme is used. 

DOI

10.21608/bfemu.2020.125202

Authors

First Name

Mohammed

Last Name

Abd Alla

MiddleName

Gamal

Affiliation

Irrigation and Hydraulics Dept., Faculty of Engineering, El-Mansoura University., Mansoura., Egypt

Email

-

City

Mansoura

Orcid

-

Volume

35

Article Issue

4

Related Issue

18593

Issue Date

2010-12-01

Receive Date

2010-10-11

Publish Date

2020-11-24

Page Start

12

Page End

23

Print ISSN

1110-0923

Online ISSN

2735-4202

Link

https://bfemu.journals.ekb.eg/article_125202.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=125202

Order

3

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023