Tanaka Takayuki 田中貴幸

Researcher Number	70548437
Other IDs
Affiliation (Current)	2026: 豊田工業高等専門学校, 環境都市工学科, 准教授
Affiliation (based on the past Project Information) *help	2016 – 2024: 豊田工業高等専門学校, 環境都市工学科, 准教授
Review Section/Research Field	Principal Investigator Basic Section 25030:Disaster prevention engineering-related / Natural disaster / Disaster prevention science
Keywords	Principal Investigator 開水路乱流 / 高濃度流 / 破堤解析 / 河道湾曲流 / 高濃度土砂流 / 土砂濃度 / 破堤氾濫解析 / 開水路流

Research Projects
(3 results)
Research Products
(39 results)

Elucidation of the mechanism of levee breach caused by high-concentration sediment flow and its application to basin flood control measuresPrincipal Investigator
- Principal Investigator
  
  田中貴幸
- Project Period (FY)
  2023 – 2026
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 25030:Disaster prevention engineering-related
- Research Institution
  National Institute of Technology, Toyota College
Elucidation of levee breach generation mechanism and flood flow behavior considering sediment concentrationPrincipal Investigator
- Principal Investigator
  
  Tanaka Takayuki
- Project Period (FY)
  2019 – 2022
- Research Category
  
  Grant-in-Aid for Scientific Research (C)
- Review Section
  
  Basic Section 25030:Disaster prevention engineering-related
- Research Institution
  National Institute of Technology, Toyota College
On the analysis of levee break using high concentration flow and elucidation of levee failure mechanismPrincipal Investigator
- Principal Investigator
  
  Tanaka Takayuki
- Project Period (FY)
  2016 – 2018
- Research Category
  
  Grant-in-Aid for Young Scientists (B)
- Research Field
  
  Natural disaster / Disaster prevention science
- Research Institution
  National Institute of Technology, Toyota College

All 2025 2024 2023 2022 2021 2020 2019 2018 2017 2016

All Journal Article Presentation

[Journal Article] EFFECT OF VISCOSITY DIFFERENCE ON FLOW STRUCTURE AND SHAPE RESISTANCE CHARACTERISTICS OF OPEN CHANNEL WITH VARIOUS COLUMNAR OBJECTS2025
- Author(s)
  田中貴幸，深津拓郎，大本照憲
- Journal Title
  
  Japanese Journal of JSCE
  
  Volume: 81 Issue: 16 Pages: n/a
- DOI
  10.2208/jscejj.24-16143
- ISSN
  2436-6021
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-23K04335
[Journal Article] Effect of Difference in River Channel Curved Shape on Open Channel Turbulence Accompanied by Overflow2022
- Author(s)
  狭間俊哉，田中貴幸，酒井大輝，筒井駿
- Journal Title
  
  Journal of National Institute of Technology, Toyota College
  
  Volume: 54 Issue: 0 Pages: n/a
- DOI
  10.20692/toyotakosenkiyo.54-3
- NAID
  130008154245
- ISSN
  0286-2603, 2424-2276
- Language
  Japanese
- Open Access
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] FLOW MECHANISM OF OPEN CHANNEL FLOW WITH DISCONTINUOUS VEGETATION IN THE FLOW DIRECTION FOR OVERFLOW CONDITIONS2022
- Author(s)
  田中貴幸，市原大暉，大本照憲
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
  
  Volume: 78 Issue: 2 Pages: I_601-I_606
- DOI
  10.2208/jscejhe.78.2_I_601
- ISSN
  2185-467X
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] Bank Breakage Around River Bends and Flood Flow Behavior in Non-Overflow Condition2022
- Author(s)
  Takayuki Tanaka, Ryuki Harata and Syun Tsutsui
- Journal Title
  
  39th IAHR World Congress
  
  Volume: - Pages: 4968-4974
- DOI
  10.3850/iahr-39wc252171192022105
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] Study on the physical habitat of river channel vegetation designated as an endangered species2021
- Author(s)
  Takayuki Tanaka, Syunya Hazama, and Ryuki Harata
- Journal Title
  
  9th INTERNATIONL SYMPOSIUM ON ENVIRONMENTAL HYDRAULICS
  
  Volume: - Pages: 121-123
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] INFLUENCE OF DIFFERENCE IN FLUID VISCOSITY ON OPEN CHANNEL FLOW WITH BRIDGE PIER2021
- Author(s)
  田中貴幸，原田龍希，大本照憲
- Journal Title
  
  Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
  
  Volume: 77 Issue: 2 Pages: I_859-I_864
- DOI
  10.2208/jscejhe.77.2_I_859
- NAID
  130008160226
- ISSN
  2185-467X
- Language
  Japanese
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] Analysis of bank breakage around river bends and flood flow behavior in non-overflow condition2020
- Author(s)
  田中貴幸, 澤洸太, 狭間俊哉
- Journal Title
  
  Journal of National Institute of Technology, Toyota College
  
  Volume: 52 Issue: 0 Pages: n/a
- DOI
  10.20692/toyotakosenkiyo.52-1
- NAID
  130007801676
- ISSN
  0286-2603, 2424-2276
- Language
  Japanese
- Open Access
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] EFFECT OF DIFFERENCE IN SHAPE OF STEPPED FISHWAY ON FLOW STRUCTURE2020
- Author(s)
  TAKAYUKI TANAKA, KEIGO AOKI
- Journal Title
  
  22nd IAHR-APD Congress 2020
  
  Volume: －
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958
[Journal Article] TURBULENT STRUCTURE IN OPEN CHANNEL WITH LONGITUDINALLY CONTINUOUS SIDE CAVITIES2019
- Author(s)
  TAKAYUKI TANAKA, TERUNORI OHMOTO
- Journal Title
  
  38th IAHR World Congress
  
  Volume: － Pages: 5137-5144
- DOI
  10.3850/38wc092019-0640
- NAID
  130007757940
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-19K04958, KAKENHI-PROJECT-17K06583
[Journal Article] TURBULENT STRUCTURE IN OPEN CHANNEL WITH LONGITUDINALLY CONTINUOUS SIDE CAVITIES2019
- Author(s)
  TAKAYUKI TANAKA, TERUNORI OHMOTO
- Journal Title
  
  38th IAHR World Congress
  
  Volume: －
- NAID
  130007757940
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-16K16380
[Journal Article] 流下方向に連続的に配置された側岸凹部を有する開水路流れの乱流構造2018
- Author(s)
  田中貴幸，大本照憲，澤洸太
- Journal Title
  
  土木学会論文集 B1(水工学)
  
  Volume: Vol. 74, No. 5
- NAID
  130007757940
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-16K16380
[Journal Article] FLOW RESISTANCE AND TURBULENT STRUCTURE IN OPEN CHANNEL WITH SUBMERGED PERMEABLE AND IMPERMEABLE SIDE-CAVITIES2018
- Author(s)
  TAKAYUKI TANAKA, TERUNORI OHMOTO, KOTA SAWA
- Journal Title
  
  21st IAHR APD Congress
  
  Volume: -
- NAID
  130006406328
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-16K16380
[Journal Article] INFLUENCE OF LONGITUDINARY DISCONTINUOUS VEGETATION ARRANGEMENT PATTERN ON TURBULENT STRUCTURE IN OPEN CHANNEL2017
- Author(s)
  TAKAYUKI TANAKA, TERUNORI OHMOTO
- Journal Title
  
  37th IAHR World Congress
  
  Volume: 37th Pages: 2511-2519
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-16K16380
[Journal Article] 越流状態における透過性および不透過性の側岸凹部を有する開水路流の抵抗特性と流動機構2017
- Author(s)
  田中貴幸，大本照憲，内藤良介
- Journal Title
  
  土木学会論文集 B1(水工学)
  
  Volume: Vol. 73
- NAID
  130006406328
- Peer Reviewed
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 3D スキャナによる地形データを用いた三次元街区氾濫流挙動解析2024
- Author(s)
  山本泰子，田中貴幸，北畠正巳
- Organizer
  令和6年度土木学会全国大会第79回年次学術講演会
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] Analysis of the relationship between the hydraulic characteristics of river confluence and the habitat of vegetation within the river channel2024
- Author(s)
  Takayuki Tanaka, Daiki Ichihara
- Organizer
  10th International Symposium on Environmental Hydraulics
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] Numerical Analysis of Flow Structure and Suspended Matter Behavior around Hybrid Groyne in the Aizuma River2024
- Author(s)
  Takayuki Tanaka, Yasuko Yamamoto
- Organizer
  24th IAHR-APD Congress
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] 粘性変化及び流下方向の橋脚間隔の違いが開水路流れに与える影響2024
- Author(s)
  冨田こまち，田中貴幸，筒井駿
- Organizer
  令和5年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] 越流水深の違いが側岸凹部を有する植生開水路流れに与える影響2024
- Author(s)
  市原大暉，田中貴幸
- Organizer
  令和5年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] Influence of Hybrid Groyne in River Channel on Flow Field2023
- Author(s)
  Takayuki Tanaka, Takuro Fukatsu, Yasuko Yamamoto
- Organizer
  40th IAHR World Congress
- Data Source
  KAKENHI-PROJECT-23K04335
[Presentation] 様々な柱状物体を有する開水路の流れ構造解析2022
- Author(s)
  市薗泰寿，田中貴幸，筒井駿
- Organizer
  令和4年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 流体粘性の違いが橋脚を有する開水路流の流動機構に与える影響2022
- Author(s)
  筒井駿，田中貴幸，原田龍希
- Organizer
  令和3年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 流体粘性の変化が様々な橋脚配置条件における開水路流の流動機構に与える影響2022
- Author(s)
  中根堅太，田中貴幸，筒井駿
- Organizer
  令和4年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 越流を伴う河道湾曲流の流れ構造解析2022
- Author(s)
  酒井大輝，狭間俊哉，田中貴幸，北畠正巳
- Organizer
  令和3年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 粗面開水路流れにおける高濃度土砂の抵抗特性および流れ場に与える影響2022
- Author(s)
  大本照憲，安達幹治，田中貴幸
- Organizer
  日本流体力学会年会2022
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 逢妻川におけるハイブリッド水制周辺の流れ構造と浮遊物質挙動に関する数値解析2021
- Author(s)
  松岡陽生，田中貴幸
- Organizer
  令和2年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 橋脚を有する高濃度流の流動機構2021
- Author(s)
  原田龍希，田中貴幸
- Organizer
  令和2年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 河道湾曲形状の違いが氾濫流の流れ構造に与える影響2021
- Author(s)
  狭間俊哉，田中貴幸，舩橋良太
- Organizer
  令和2年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 越流状態における植生開水路流れの三次元乱流構造解析2021
- Author(s)
  青木慶吾，田中貴幸
- Organizer
  令和2年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 様々な植生配置における越流状態の開水路流動機構2020
- Author(s)
  志智海斗，田中貴幸，青木慶吾
- Organizer
  平成30年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 様々な河道湾曲形状における洪水氾濫挙動解析2020
- Author(s)
  狭間俊哉，田中貴幸，炭竃大輔
- Organizer
  平成30年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-19K04958
[Presentation] 流下方向における橋脚間隔の違いが開水路流れに与える影響2019
- Author(s)
  山中崚司，田中貴幸
- Organizer
  平成30年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 越流状態における植生群落を有する開水路流れの乱流構造解析2019
- Author(s)
  飯田真帆，田中貴幸
- Organizer
  平成30年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 河道湾曲部周辺における越流発生時の破堤状況と流動機構2019
- Author(s)
  小池功晃，田中貴幸，澤洸太
- Organizer
  平成30年度土木学会中部支部研究発表会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 河道湾曲部における破堤発生状況と洪水流挙動の解析2018
- Author(s)
  澤洸太，田中貴幸
- Organizer
  平成29年度土木学会中部支部研究発表会講演会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 透過・不透過性の側岸凹部を有する開水路流の三次元数値解析2018
- Author(s)
  本多光樹，田中貴幸
- Organizer
  平成29年度土木学会中部支部研究発表会講演会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 粘性の違いが開水路の流れ構造に与える影響2018
- Author(s)
  小笠原大城，田中貴幸
- Organizer
  平成29年度土木学会中部支部研究発表会講演会
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] 流下方向に不連続的植生群落を有する開水路流れの三次元乱流構造2017
- Author(s)
  内藤良介，田中貴幸
- Organizer
  平成28年度土木学会中部支部研究発表会
- Place of Presentation
  金沢大学
- Year and Date
  2017-03-03
- Data Source
  KAKENHI-PROJECT-16K16380
[Presentation] EFFECTS OF VEGETATION ARRANGEMENT PATTEN WITH SIDE CAVITY ON FLOW RESISTANCE AND TURBULENT STRUCTURE IN OPEN CHANNEL2016
- Author(s)
  Takayuki TANAKA，Terunori OHMOTO
- Organizer
  20th IAHR APD Congress
- Place of Presentation
  Colombo, Sri Lanka
- Year and Date
  2016-08-28
- Int'l Joint Research
- Data Source
  KAKENHI-PROJECT-16K16380

Tanaka Takayuki 田中 貴幸

Research Projects

Research Products

Elucidation of the mechanism of levee breach caused by high-concentration sediment flow and its application to basin flood control measuresPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

Elucidation of levee breach generation mechanism and flood flow behavior considering sediment concentrationPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Review Section

Research Institution

On the analysis of levee break using high concentration flow and elucidation of levee failure mechanismPrincipal Investigator

Principal Investigator

Project Period (FY)

Research Category

Research Field

Research Institution

[Journal Article] EFFECT OF VISCOSITY DIFFERENCE ON FLOW STRUCTURE AND SHAPE RESISTANCE CHARACTERISTICS OF OPEN CHANNEL WITH VARIOUS COLUMNAR OBJECTS2025

Author(s)

Journal Title

DOI

ISSN

Language

Data Source

[Journal Article] Effect of Difference in River Channel Curved Shape on Open Channel Turbulence Accompanied by Overflow2022

Author(s)

Journal Title

DOI

NAID

ISSN

Language

Data Source

[Journal Article] FLOW MECHANISM OF OPEN CHANNEL FLOW WITH DISCONTINUOUS VEGETATION IN THE FLOW DIRECTION FOR OVERFLOW CONDITIONS2022

Author(s)

Journal Title

DOI

ISSN

Language

Data Source

[Journal Article] Bank Breakage Around River Bends and Flood Flow Behavior in Non-Overflow Condition2022

Author(s)

Journal Title

DOI

Data Source

[Journal Article] Study on the physical habitat of river channel vegetation designated as an endangered species2021

Author(s)

Journal Title

Data Source

[Journal Article] INFLUENCE OF DIFFERENCE IN FLUID VISCOSITY ON OPEN CHANNEL FLOW WITH BRIDGE PIER2021

Author(s)

Journal Title

DOI

NAID

ISSN

Language

Data Source

[Journal Article] Analysis of bank breakage around river bends and flood flow behavior in non-overflow condition2020

Author(s)

Journal Title

DOI

NAID

ISSN

Language

Data Source

[Journal Article] EFFECT OF DIFFERENCE IN SHAPE OF STEPPED FISHWAY ON FLOW STRUCTURE2020

Author(s)

Journal Title

Data Source

[Journal Article] TURBULENT STRUCTURE IN OPEN CHANNEL WITH LONGITUDINALLY CONTINUOUS SIDE CAVITIES2019

Author(s)

Journal Title

DOI

NAID

Data Source

[Journal Article] TURBULENT STRUCTURE IN OPEN CHANNEL WITH LONGITUDINALLY CONTINUOUS SIDE CAVITIES2019

Author(s)

Tanaka Takayuki 田中貴幸