Verification study of third generation engineering wave model for the Turkish Black Sea and Mediterranean coast.

Download

056693.pdf

Date

1996

Author

Gülçağ, A Orhan

Metadata

Show full item record

Item Usage Stats

31
views

0
downloads

URI

https://hdl.handle.net/11511/10350

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Türkiye'deki Jeotermal Bölge Isıtma Sistemlerinin Gelişimi Parlaktuna, Mahmut; Parlaktuna, Burak (2021-07-06) Turkey is one of the few countries that has almost all possible applications of geothermal energy. Geothermal district heating has a relatively short history (since 1987) compared to other direct utilization but plays important economic, social and environmental roles in some towns. There are 18 geothermal district heating systems (GDHS), mainly in the Aegean region with resource temperatures between 57–145C. Current heating capacities of those systems are in the range of 570 to 37500 Residence Equivalent ...
Evaluation of surface soil geochemical data and statistical modeling of akarca fula tepe low sulfidation epithermal au-ag mineralization (Bursa), Turkey Bal, Derya; Karahanoğlu, Nurkan; Department of Geological Engineering (2015) The Akarca property is dominated by Triassic sedimentary units that tectonically overlie Pre-Triassic basement rocks (schists and marbles). The property displays characteristics of a low sulfidation Au-Ag deposit type in terms of alteration, mineralization and vein textures. The Akarca property is characterized by six primary mineralized zones. Among these zones, Fula Tepe Zone formed the subject of this thesis. The main aim of this dissertation is to evaluate the results of surface soil geochemistry data a...
Evaluation of Production Capacity of Geothermal Power Plants in Turkey Aydın, Hakkı; Akın, Serhat; Şentürk, Erdinç (2020-10-23)
Validation of 3D finite element solution for laterally loaded passive piles Ekici, A.; Huvaj Sarıhan, Nejan (2014-06-20) Three full scale field experiments reported by De Beer&Wallays (1972) and Esu&D'Elia (1974) have been modeled using 3D finite element method with PLAXIS 3D. Shear box models were established to eliminate the effect of site geometries and slope angles which were not reported in these cases. Lateral movement of an unstable soil and loading of passive piles were generated by prescribed horizontal surface displacements in the upper half of the shear box model. Measured field values of pile deflection, bending m...
Analytical modelling and evaluation for restoration studies of historic Buzlupınar timber bridge Çabuk, E.; Türer, Ahmet; Şahin Güçhan, Neriman (2016-01-01)

Citation Formats

A. O. Gülçağ, “Verification study of third generation engineering wave model for the Turkish Black Sea and Mediterranean coast.,” Middle East Technical University, 1996.