Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Water surface profile computation around square blocks by imaginary representation of the obstructions in the shallow water equations
Download
index.pdf
Date
2021-7
Author
Hofioni, Sayed Omar
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
1276
views
198
downloads
Cite This
Depth integrated shallow flow equations can be solved easily over large domains to provide flood inundation maps. However, there may be numerous natural or artificial obstructions that increase resistance to flow due to drag forces induced on the submerged volumes. It is possible to numerically solve the governing equations on a suitable grid system for the flow field around such obstructions and determine the flow depths. But, when the number of obstructions increases with arbitrary size and distribution, such a detailed numerical solution is unfeasible. In this study, a new technique is proposed to reduce the geometric complexity and computational work when the number of obstructions is large. The computational grid is generated without the obstructions, but the numerical solution is achieved by introducing the expected drag forces in the governing equations to represent the imaginary obstructions. This technique simplifies the computational grid as if there is nothing other than water in the computational domain. However, hydrodynamic consequences of obstructions are correctly reproduced in the 2D free surface profile. vi Flow around a single square block and three-square blocks in a side-by-side configuration are considered as test cases. Experimental data describing water surface profiles are collected for different flow conditions. Numerical solutions are obtained with the block and with the imaginary block. Results are compared to experimental data, and it is found that the present ‘imaginary block’ approach produces successful solutions without any loss of information.
Subject Keywords
Shallow flows
,
Water surface profile
,
Flood inundation
,
Drag force
URI
https://hdl.handle.net/11511/91483
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Depth integrated equations applied to longitudinal discontinuities on the channel bed
Razmand, Maral; Aydın, İsmail; Department of Civil Engineering (2015)
Depth integrated equations can be solved over large domains to provide flood inundation maps. In urban and rural areas however, there may be numerous natural or artificial bottom boundary discontinuities in the form of rapid variations in the bed elevation. Such discontinuities cause abrupt changes in the source terms of the governing equations and can significantly affect stability and accuracy of the numerical solution. A 1D code is developed for shallow water equations using HLL approximate Riemann solve...
Assessment of sensitivity of depth integrated solutions to longitudinal discontinuities on the channel bed
Mohammadi, Ramez; Aydın, İsmail; Department of Civil Engineering (2019)
Depth integrated equations can be easily solved over large domains to provide flood inundation maps. In urban and rural areas however, there may be numerous natural or artificial bottom boundary discontinuities in the form of rapid variations in bed elevation. Such discontinuities cause abrupt changes in the source terms of the governing equations and can significantly affect stability and accuracy of the numerical solution. This study concentrates on the assessment of sensitivity of the governing equations...
Assessment of flood hazards due to overtopping and piping in Dalaman Akköprü Dam, employing both shallow water flow and diffusive wave equations
Yilmaz, Kutay; Darama, Yakup; Oruc, Yunus; Melek, Abiddin Berhan (2023-01-01)
This study was carried out to determine flood propagation using shallow water equations (SWEs) and diffusive wave equations (DWEs) to reveal how the flood modeling results differ in terms of flow depth, flow velocity, and hazard level. The solution methods were tested based on the hypothetical failure of the Dalaman Akköprü Dam resulting from two failure mechanisms: overtopping (OT) and piping (PP). A 2D hydraulic model was constructed using HEC-RAS to determine the propagation of flood waves due to the fai...
Flow dynamics at the origin of thin clayey sand lacustrine turbidites: Examples from Lake Hazar, Turkey
Hage, Sophie; Hubert-Ferrari, Aurelia; Lamaır, Laura; Avşar, Ulaş; El Ouahabı, Meriam; Van Daele, Maarten; Boulvaın, Frederic; Bahrı, Mohamed Ali; Seret, Alain; Plenevaux, Alain (2017-12-01)
Turbidity currents and their deposits can be investigated using several methods, i.e. direct monitoring, physical and numerical modelling, sediment cores and outcrops. The present study focused on thin clayey sand turbidites found in Lake Hazar (Turkey) occurring in eleven clusters of closely spaced thin beds. Depositional processes and sources for three of those eleven clusters are studied at three coring sites. Bathymetrical data and seismic reflection profiles are used to understand the specific geomorph...
On the Use of Shallow Water Equations in Hydraulics
Iscen, Behiye Nilay; ÖKTEM, NURAY; Yilmaz, Burak; Aydın, İsmail (2017-01-01)
Shallow water equations are widely used in inundation analysis and they are known to be successful in computation of floods over wide terrains. Flood propagation in between buildings in urban areas and flows around hydraulic structures such as bridges may not satisfy the assumptions of shallow flow and may display markedly more 3-Dimensional (3D) flow characteristics. However, for the convenience of fast numerical solutions, the shallow-current equations can also be used for such 3D flows and useful output ...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. O. Hofioni, “Water surface profile computation around square blocks by imaginary representation of the obstructions in the shallow water equations,” M.S. - Master of Science, Middle East Technical University, 2021.