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
Partially submerged outflow under sluice gates.
Date
1965
Author
Başak, İbrahim
Metadata
Show full item record
Item Usage Stats
69
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/4731
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Vertical Seawall Crest Modifications for Overtopping
Kısacık, Doğan; Özyurt Tarakcıoğlu, Gülizar; Baykal, Cüneyt; Kaboğlu, Gökhan (2018-08-03)
Crest modifications such as a storm wall, parapet or a bullnose are widely used to reduce the wave overtopping over coastal structures where spatial and visual demands restrict the crest heights, especially in urban areas. Although reduction factors of these modifications have been studied for sloped structures in EurOtop Manual (2016), there is limited information regarding the vertical structures. This paper presents the experimental set-up and first results of wave overtopping tests for a vertical wall w...
Sustained boiling flow instabilities in across connected four parallel channel upflow system.
Akyüzlü, Kazım M; Department of Mechanical Engineering (1973)
Forced hydraulic jump on non-protruding rough beds
Tokyay, Nuray; Simsek, C. (2011-10-01)
Baffle blocks and sills are commonly used to stabilize the location of a hydraulic jump and shorten its length. However, corrugations or prismatic roughness elements may be effective alternatives to them. In the present study, experiments were performed to determine the effects of corrugations and prismatic roughness elements on fundamental characteristics of jump such as length, tailwater depth, and energy dissipation capacity. Corrugations were placed to cover the entire length of the basin. Prismatic rou...
Retaining of excavation walls by anchor piles.
Mahmood, Nasir; Department of Civil Engineering (1987)
SCOUR AT REAR SIDE OF A COASTAL REVETMENT DUE TO SOLITARY-LIKE WAVE OVERTOPPING
Yaman, Mert; Yalçıner, Ahmet Cevdet; Baykal, Cüneyt; Department of Civil Engineering (2022-5-11)
Rubble mount coastal structures are commonly used for protecting coastal utilities. Under storm conditions or extreme conditions, long waves attack those structures and cause overtopping. This overtopping phenomenon often results in water flow at the back side of the structure which consequently causes scour. In this thesis, different solitary-like waves and the backfill conditions are studied to understand the level of overtopping and maximum scour depth behind the structure due to the solitary-like wave c...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
İ. Başak, “Partially submerged outflow under sluice gates.,” Middle East Technical University, 1965.