Baraj göllerinin çökelti maddesi ile dolması probleminin model üzerinde araştırılması

Download

TVRFNE56Yz0.pdf

Date

1975

Author

Yücel, Öner

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

55
views

29
downloads

URI

https://app.trdizin.gov.tr/publication/project/detail/TVRFNE56Yz0
https://hdl.handle.net/11511/50433

Collections

Department of Civil Engineering, Project and Design

Suggestions

OpenMETU
Core

Comparative study on sediment transport equations for delta formations in reservoirs Pulcuoğlu, Başar; Tiğrek, Şahnaz; Department of Civil Engineering (2009) In this study, a qualitative and comparative investigation on sediment transport equations used in prediction of rserevoir sedimentation is presented. 32 sediment transport equations, which are selected by literature review on sand and gravel size ranges, grouped according to the median particle sizes on which their derivation based. In order to compare these equations computer program DELTA, which is a one dimensional simulation program developed by Graf and Altınakar (1998) for the prediction of delta for...
Baraj temellerinde sıvılaşma tetiklenmesi belirlenmesi için tümleşik sismik tehlike analizi yaklaşımı Çetin, Kemal Önder; Yunatçı, A. Anıl (2009-05-15)
An integrated seismic hazard framework for liquefaction triggering assessment of earthfill dams' foundation soils Ünsal Oral, Sevinç; Çetin, Kemal Önder; Department of Civil Engineering (2009) Within the confines of this study, seismic soil liquefaction triggering potential of a dam foundation is assessed within an integrated probabilistic seismic hazard assessment framework. More specifically, the scheme presented hereby directly integrates effective stress-based seismic soil liquefaction triggering assessment with seismic hazard analysis framework, supported by an illustrative case. The proposed methodology successively, i) processes the discrete stages of probabilistic seismic hazard workflow ...
Parametric Analysis of Two-Layer Shallow Flow Modelling for Landslide and Water Waves in Dam Reservoirs Aksen, Mustafa Meriç; Aydın, İsmail; Department of Civil Engineering (2022-1-31) Landslides into dam reservoirs can create large water waves which may cause overtopping of the dam body or even dam breaking in extreme cases. Numerical simulations of water surface deformation in the complete dam reservoir after the impact of sliding mass is necessary to predict potential risks of landslide generated waves. Depth integrated shallow flow equations may be useful to model the generation and propagation of water waves in the reservoir after landslides. Coulomb model for the slide material is c...
Implicit monolithic parallel solution algorithm for seismic analysis of dam-reservoir systems Özmen, Semih; Kurç, Özgür; Department of Civil Engineering (2016) This research mainly focuses on developing a computationally scalable and efficient solution algorithm that can handle linear dynamic analysis of dam-reservoir interaction problem. Lagrangian fluid finite elements are utilized and compressibility and viscosity of the fluid are taken into consideration during the reservoir modeling. In order to provide computational scalability and efficiency, domain decomposition methods implemented with parallel computing approaches such as Finite Element Tearing and Inter...

Citation Formats

Ö. Yücel, “Baraj göllerinin çökelti maddesi ile dolması probleminin model üzerinde araştırılması,” 1975. Accessed: 00, 2020. [Online]. Available: https://app.trdizin.gov.tr/publication/project/detail/TVRFNE56Yz0.