Rchr
J-GLOBAL ID:201801011245753799   Update date: Mar. 06, 2024

Fukuda Tomoo

Fukuda Tomoo
Affiliation and department:
Job title: 准教授
Research field  (1): Hydroengineering
Research theme for competitive and other funds  (3):
  • 2019 - 2022 Numerical investigation on stability of gravel bags in flooding as flexible riverbank protection works and a new design method
  • 2013 - 2015 Effects of sizes and shapes of particles on water and particle motions and bed structures in gravel-bed rivers
  • 2013 - 2015 Investigation of dynamic mechanisms near river beds employing a numerical mixed-size movable-bed channel with arbitrary shaped particles
Papers (28):
  • Eiji YAMAGUCHI, Tomoo FUKUDA. EFFECT OF DIMENSIONLESS FLOW DEPTH ON CONCENTRATION OF LARGE PARTICLES AT THE FRONT OF SEDIMENT FLOWS. Japanese Journal of JSCE. 2023. 80 巻(2024). 16 号. 23-16089
  • Riho Taira, Tomoo Fukuda. EFFECT OF TURBULENCE ON MOVEMENT OF ARTIFICIAL REEF BLOCKS DUE TO WAVES. Japanese Journal of JSCE/Volume 79 (2023) Issue 17. 2023. 79. 17. 23-17126
  • Eiji YAMAGUCHI, Tomoo FUKUDA, Wataru IWAKIRI. INVESTIGATION ON TURBULENT STRUCTURE OF SEDIMENT FLOWS OF SINGLE SIZED PARTICLE BY USING THREE-DIMENSIONAL SOLID-FLUID MULTIPHASE SIMULATION. Annual Journal of Hydraulic Engineering, JSCE. 2022. 78. 2. I_895-I_900
  • Tomoo Fukuda, Shoji Fukuoka. Investigation on countermeasures against flood and sediment disaster by using Interface-Resolved Simulation. 2022. 41. 3. 184-191
  • Tomoo Fukuda, Shoji Fukuoka. INVESTIGATION OF THE EFFECT OF TRAPPING DEBRIS FLOW OF OPEN CHECK DAMS WITH CONVEX STEEL FRAMES BY USING HIGH-RESOLUTION SIMULATIONS OF DEB RIS FLOW INCLUDING DRIFTWOOD. Annual Journal of Hydraulic Engineering, JSCE. 2020. 57. 2. I_1177-I_1182
more...
MISC (12):
Awards (2):
  • 2019/06 - 土木学会水工学委員会河川部会 河川技術に関するシンポジウム優秀発表者賞 改良された袋詰玉石工の洪水時の安定性評価技術の開発とこれを活用した袋詰玉石工の構造・配置の技術的検討
  • 2012/06 - ICOLD Kyoto Young Dam Engineers Award International Symposium on DAMS FOR ACHANGING WORLD Study on Flushing Mechanism of Dam Reservoir Sedimentation and Recovery of Riffle-Pool in Downstream Reach by a Flushing Bypass Tunnel
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