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Oğuz Şimşek Assoc. Prof. Dr. HARRAN ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ
Publication 28 Review 17 CrossRef Cited 38 TR Dizin Cited 57
28 Publication
17 Review
38 CrossRef Cited
57 TR Dizin Cited

Research Fields

Engineering Fluid Mechanics and Thermal Engineering Turbulent Flows Hydromechanics Numerical Modelling and Mechanical Characterisation Hydrology

Institution

HARRAN ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ

Popular Publications

Hidrolojik Kuraklık Değerlendirmesi: Murat Nehri-Palu Örneği
Authors: Veysel Gümüş , Mustafa Semih Yıldız, Oğuz Şimşek
DOI: -
CITED 0 FAVORITE 1 TOTAL DOWNLOAD COUNT 1327

0

1

1327

Determining the Effect of Computational Grid Properties on Numerical Model Results
Authors: Oğuz Şimşek , Hüseyin İşlek , M. Sami Aköz
DOI: 10.21605/cukurovaummfd.764907
CITED 1 FAVORITE 1 TOTAL DOWNLOAD COUNT 696

1

1

696

4

1

1364

3

1

546

Publications

1

546

0

806

0

524

0

427

0

441

0

540

Numerical modelling of sloped sub-critical open channel flow
Authors: Veysel Gümüş , Alaattin Seven, Oğuz Şimşek
DOI: 10.17714/gumusfenbil.734550
FAVORITE 0 TOTAL DOWNLOAD COUNT 555

0

555

0

835

NUMERICAL MODELING OF OVERSHOT GATE FLOW
DOI: 10.21923/jesd.752914
FAVORITE 0 TOTAL DOWNLOAD COUNT 605

0

605

Numerical Modelling of Open Channel Flow with Different Flow Conditions
DOI: 10.46810/tdfd.725612
FAVORITE 0 TOTAL DOWNLOAD COUNT 1738

0

1738

1

696

0

2190

0

993

Numerical Modeling of Interaction of Turbulent Flow with a Buried Circular Cylinder on a Plane Surface
Authors: M. Sami Akoz, Oğuz Şimşek , N. Göksu Soydan
Published: 2019 , Teknik Dergi
DOI: 10.18400/tekderg.432310
FAVORITE 0 TOTAL DOWNLOAD COUNT 1376

0

1376

NUMERICAL MODELING OF OPEN CHANNEL FLOW INTERACTING WITH RADIAL GATE
Authors: Oğuz Şimşek , Mehmet Parmaksız, Veysel Gümüş
DOI: 10.28948/ngumuh.519532
FAVORITE 0 TOTAL DOWNLOAD COUNT 1698

0

1698

0

1127

Hidrolojik Kuraklık Değerlendirmesi: Murat Nehri-Palu Örneği
Authors: Veysel Gümüş , Mustafa Semih Yıldız, Oğuz Şimşek
DOI: -
FAVORITE 1 TOTAL DOWNLOAD COUNT 1327

1

1327

0

1929

Experimental and Numerical Analysis of Flow around a Circular Bridge Pier
Authors: N. Göksu Soydan, Oğuz Şimşek , M. Sami Aköz
Published: 2018 , Journal of Polytechnic
DOI: 10.2339/politeknik.389584
FAVORITE 0 TOTAL DOWNLOAD COUNT 2238

0

2238

Publications

2

1

672

3

1

546

3

0

806

2

0

643

1

0

524

Estimation of the Roller Length of Submerged Hydraulic Jumps using Artificial Intelligence Methods
Authors: Veysel Gümüş , İbrahim Mahmut Yoluk, Oğuz Şimşek , Göksu Soydan
DOI: 10.36306/konjes.879666
CITED 1 FAVORITE 0 TOTAL DOWNLOAD COUNT 441

1

0

441

4

1

1364

1

0

540

1

0

835

NUMERICAL MODELING OF OVERSHOT GATE FLOW
DOI: 10.21923/jesd.752914
CITED 4 FAVORITE 0 TOTAL DOWNLOAD COUNT 605

4

0

605

Numerical Modelling of Open Channel Flow with Different Flow Conditions
DOI: 10.46810/tdfd.725612
CITED 2 FAVORITE 0 TOTAL DOWNLOAD COUNT 1738

2

0

1738

Determining the Effect of Computational Grid Properties on Numerical Model Results
Authors: Oğuz Şimşek , Hüseyin İşlek , M. Sami Aköz
DOI: 10.21605/cukurovaummfd.764907
CITED 1 FAVORITE 1 TOTAL DOWNLOAD COUNT 696

1

1

696

1

0

2190

1

0

993

Numerical Modeling of Interaction of Turbulent Flow with a Buried Circular Cylinder on a Plane Surface
Authors: M. Sami Akoz, Oğuz Şimşek , N. Göksu Soydan
Published: 2019 , Teknik Dergi
DOI: 10.18400/tekderg.432310
CITED 5 FAVORITE 0 TOTAL DOWNLOAD COUNT 1376

5

0

1376

NUMERICAL MODELING OF OPEN CHANNEL FLOW INTERACTING WITH RADIAL GATE
Authors: Oğuz Şimşek , Mehmet Parmaksız, Veysel Gümüş
DOI: 10.28948/ngumuh.519532
CITED 1 FAVORITE 0 TOTAL DOWNLOAD COUNT 1698

1

0

1698

Numerical Analysis of Spillway Flow: Mersin Dereyurt Pond Spillway Example
DOI: 10.21605/cukurovaummfd.601354
CITED 1 FAVORITE 0 TOTAL DOWNLOAD COUNT 1127

1

0

1127

Experimental and Numerical Analysis of Flow around a Circular Bridge Pier
Authors: N. Göksu Soydan, Oğuz Şimşek , M. Sami Aköz
Published: 2018 , Journal of Polytechnic
DOI: 10.2339/politeknik.389584
CITED 3 FAVORITE 0 TOTAL DOWNLOAD COUNT 2238

3

0

2238

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