Zobrazeno 1 - 10
of 75
pro vyhledávání: '"Umut Türker"'
Autor:
Umut Türker, Manousos Valyrakis
Publikováno v:
Water Supply, Vol 21, Iss 4, Pp 1423-1437 (2021)
The aim of this study was to assess and quantify the effect of channel bed roughness on hydraulic jumps based on sound physical theories. Assuming that integrated bed shear stress due to surface roughness changes linearly with supercritical velocity,
Externí odkaz:
https://doaj.org/article/c155c34cdff74a9da24c68da12c5ce27
Publikováno v:
Hydrological Sciences Journal. 67:1609-1622
Publikováno v:
Estuaries and Coasts. 45:1983-1998
Publikováno v:
Hydrological Processes. 36
Autor:
Manousos Valyrakis, Umut Türker
Publikováno v:
Water Supply, Vol 21, Iss 4, Pp 1423-1437 (2021)
The aim of this study was to assess and quantify the effect of channel bed roughness on hydraulic jumps based on sound physical theories. Assuming that integrated bed shear stress due to surface roughness changes linearly with supercritical velocity,
Publikováno v:
Environmental Fluid Mechanics. 21:643-666
Abstract Over the last two decades, the role of vegetation in the environmental and ecological restoration of surface water bodies has received much attention. In this context, the momentum exchange between the flow through the main channel and the r
Autor:
Mohammadhosein Masouminia, Umut Türker
Publikováno v:
Journal of Fluids Engineering. 144
This study is a computational analysis of hydrodynamic alterations of flow such as secondary current, turbulent kinetic energy, and shear stress, in an open channel with an increased vegetation density at an inclined bank. Two arrangements of rigid v
Publikováno v:
Climate Change, Natural Resources and Sustainable Environmental Management ISBN: 9783031043741
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2771acdd8fe4c0e1c50379a99c14e483
https://doi.org/10.1007/978-3-031-04375-8_20
https://doi.org/10.1007/978-3-031-04375-8_20
Autor:
Umut Türker, Amin Riazi
Publikováno v:
Computational Particle Mechanics. 6:427-437
This article reports a study in which drag coefficient is defined more comprehensively. The coefficient is defined as a function of particle nominal diameter, gravitational acceleration, the ambient fluid kinematic viscosity, and the particle shape.
This volume comprises selected peer-reviewed proceedings of 15th International Congress on Advances in Civil Engineering (ACE 2023) was held in Famagusta, North Cyprus in September 2023. This proceedings covers all disciplines of Civil Engineering c