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 profiles in non structural flood mitigation
Download
119060.pdf
Date
2002
Author
Sarıbacak, Ümit
Metadata
Show full item record
Item Usage Stats
128
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/13050
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Water surface profile computations in floodplain channels
Yazıcılar, Filiz; Önder, Halil; Department of Civil Engineering (1997)
Water surface profiles in compound channels.
Birsoy, Orhun; Tokyay, Nuray; Department of Civil Engineering (2002)
Water Surface Profiles in Compound Channels
Tokyay, Nuray (2008-09-03)
Water Quality modelling in water distribution networks
Karahan, Ahmet D.; Sevük, Süha; Department of Civil Engineering (1990)
Water surface profile computation around square blocks by imaginary representation of the obstructions in the shallow water equations
Hofioni, Sayed Omar; Aydın, İsmail; Department of Civil Engineering (2021-7)
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, ...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
Ü. Sarıbacak, “Water surface profiles in non structural flood mitigation,” M.S. - Master of Science, Middle East Technical University, 2002.