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
Kum Beslemesi Uygulamalarında Jeotekstil Tüplerin Kullanımı Üzerine Fiziksel Model Deneyleri
Date
2018-11-03
Author
Işık, Emrecan
Baykal, Cüneyt
Metadata
Show full item record
Item Usage Stats
181
views
0
downloads
Cite This
In this study, performance of submerged geotextile tubes as toe protection for the beach nourishment applications was investigated through physical model experiments. Cross-shore sediment transport volumes and sand protection performances of geotextile tubes were evaluated based on the measured post-storm beach profile changes and recessions or progressions of shoreline. In the experiments, the effects of sediment grain sizes, fill angles, negative freeboards of geotextile tubes, and wave steepnesses were investigated. According to the bottom profile measurements, the increase in the significant wave height and wave steepness were found as augmentative factors of beach erosion. It was observed that the increase in sand grain diameter reduced the sediment movement in nearshore, while steepening of the fill angle strengthened the effect of the erosive and accretive waves. Using tubes as toe protection in beach nourishment applications in wave breaking zone did not have 9. Kıyı Mühendisliği Sempozyumu 160 positive effects on recessions or progressions, instead tubes placed outside of surf zone as submerged breakwaters worked more efficient
Subject Keywords
Beach nourishment
,
Geotextile tube
,
Sediment transport
,
Coastal morphology
URI
https://hdl.handle.net/11511/80261
https://www.imo.org.tr/resimler/ekutuphane/pdf/18319_34_06.pdf
Conference Name
9. Kıyı Mühendisliği Sempozyumu (2018)
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
An Experimental study on the performance of geotextile tubes in beach nourishment applications
Işık, Emrecan; Baykal, Cüneyt; Department of Civil Engineering (2019)
In this study, performance of submerged geotextile tubes as toe protection for the beach nourishment applications was investigated through physical model tests. Crossshore sediment transport volumes and sand protection performances of geotextile tubes were evaluated based on the measured post-storm beach profile changes and recessions or progressions of shoreline. In the experiments, the effects of fill material sediment grain sizes, fill angles, negative freeboards of geotextile tubes, and wave steepnesses...
Characterization of maghemite thin films prepared by sol-gel processing
Karakuşçu, Aylin; Özenbaş, Ahmet Macit; Department of Metallurgical and Materials Engineering (2006)
In this study, maghemite (γ-Fe2O3) thin films were prepared by chemical solution deposition on glass and quartz substrates. The solution was prepared by using 0.3 M iron (III) nitrate [Fe(NO3)3 - 9H2O] as precursor and dissolved in a mixture of 2-methoxyethanol and acetylacetone in a molar ratio of 20:2, by stirring the solution at RT for 2 hours. Substrates were prepared by either piranha etching method or ultrasonic cleaning method. The solution was spin coated on glass and quartz substrates at 1400 and 4...
Evaluation of Kosovo-Artana concentrator tailings
Öz, Ekrem Eser; Atalay, Ümit; Department of Mining Engineering (2011)
In this study, evaluation of Kosovo-Artana Concentrator tailings with flotation and leaching method is aimed. The minerological analysis of sample showed that sphalerite, galena, chalcopyrite and their oxidised forms are the main ore minerals in the sample, while pyrite, illite, quartz, calcite and gypsum are the gangue minerals. The metal contents of the sample are 1.2% Zn, 0.75% Pb, and 0.06% Cu. Flotation tests to produce bulk concentrate of copper-lead and lead-zinc were unsatisfactory. The recovery of ...
Hava Taşıtlarına Uygulanan Güçlendirilmiş Silindirik Bir Dış Deponun Yapısal Analizi
Taş, Caner; Yaman, Yavuz; Kayran, Altan (2003-10-01)
Bu çalışmada, hava taşıtlarına uygulanan güçlendirilmiş bir dış deponun yapısal özellikleri I-DEAS®CAD/CAM/FEM programı kullanılarak araştırılmıştır. Dış deponun üç boyutlu katı modeli yaratılmış ve iki boyutlu ince kabuk elemanlar ve üç boyutlu katı elemanlar kullanılarak sonlu eleman ağı oluşturulmuştur. Uygun sınır şartları atandıktan sonra, güçlendirmenin ve yüklemenin dış deponun yapısal davranışına olan etkisini araştırmak amacıyla değişik konfigürasyonlara...
Kazıklı radye temellerin etkin tasarımı
Ergün, Ufuk M.; Türkmen, Kürşat H.(2005)
In this study, the load bearing behavior of piled raft foundations is investigated performing laboratory and field tests. Test setups were mainly concerned with the load sharing mechanism of piled raft foundations. Load-settlement characteristics of the piled raft foundations were also investigated. In the field load test, the model piled raft foundation was loaded in vertical and lateral directions. 4 bored piles with a diameter of 32 cm and length of 5 m are supporting a reinforced concrete raft with plan...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
E. Işık and C. Baykal, “Kum Beslemesi Uygulamalarında Jeotekstil Tüplerin Kullanımı Üzerine Fiziksel Model Deneyleri,” Adana, Türkiye, 2018, vol. 1, p. 160, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/80261.